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Home My WebLink AboutProduct Approval Florida Building Code Online -https://www.floridabuilding.org/pr/pr_app_lst.aspx BCIS Home 1 Log In User Registration 1 Hot Topics Submit surcharge Stats&Facts Publications j FBC Staff i,BOTS Site Map i Links Search i �lurlgd Via+ Product Approval s� USER:Public User yz.�caaa;'ssxn . Product Approval Menu>Product or Application Search>Application List 1a\> ,. y' yrs' Search Criteria Refine Search Code Version 2014 FL# 243 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model,Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results-Applications FLOC Type Manufacturer Validated By Status FL243-R19 Revision PGT Industries Miami-Dade BCCO-VAL Approved History Category:Windows (786)315-2590 Subcategory: Fixed *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: M W cCl9 Credit Card Safe 1 of 1 04/12/2017 01:39 PM Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl.aspx?... U � heti l\ \ \�•w•: F��.:, BCIS Home j Log In I User Registration j Hot Topics Submit Surcharge Stats&Facts p Publications FBC6Staff `BCIS Site Map Links f Search a Product Approval USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail S � i FL# FL243-R19 Application Type Revision Code Version 2014 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive North Venice,FL 34275 (941)486-0100 Ext 22318 druark@pgtindustries.cam 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 1 of 4 04/12/2017 03:54 PM Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl.aspx?... 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.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 04/11/2018 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of FL243 P19 II 16-0629.20.pdf Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 243.2 ACA740 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.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 04/11/2018 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of FL243 R19 II 16-0629.22.0f 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.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 08/18/2021 Design Pressure: N/A Installation Instructions Other:Please see the Miami-Dade County Notice of FL243 R19 II 16-0505.03.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: I 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.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 01/08/2019 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of FL243 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 FL243 R19 C CAC 16-0629.13.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 02/19/2019 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of FL243 R19 II 16-0629.13.pdf Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER 2 of 4 04/12/2017 03:54 PM Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl.aspx?... 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.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 16-0629.14.0f 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 C CAC 16-0629.14.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/19/2019 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of 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.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: 243.9 PW-3020(Large Missile Impact) Architectural Systems Aluminum Fixed Wiindow Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL243 R19 C CAC 15-0609.06 LM.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date 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.pdf Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 243.10 PW-3020(Small Missile Impact) Architectural Systems Aluminum Fixed Wiindow Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL243 R19 C CAC 15-0609.07 SM.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 04/17/2018 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of FL243 R19 II 15-0609.07 SM.odf Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 243.11 PW-5420(Non-Impact) Vinyl Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL243 R19 C CAC 16-0629.11.0 Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 04/30/2020 3 of 4 04/12/2017 03:54 PM Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl.aspx?... 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 I 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.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 09/24/2020 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of FL243 R19 TI 16-0714.20.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: 243.13 PW 5520(Large Missile Impact) Vinyl Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL243 R19 C CAC 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 Instructions Other:Please see the Miami-Dade County Notice of FL243 R19 II 16-0629.12.pdf Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 243.14 PW-5540(Large Missile Impact) Vinyl Fixed Window used with Casement/Awning Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL243 R19 C CAC 16-0714.19.1)df 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 16-0714.19.pdf Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.`Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: *X E Credit Card Safe 4 of 4 04/12/2017 03:54 PM M IAM I•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.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 £ails 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"CA-640F Fixed Casement"Aluminum Fixed Window-N.I. APPROVAL DOCUMENT: Drawing No. MD-CA640F-NI, titled "Fixed Casement Window Details - NI", sheets 1 through 10 of 10, dated 08/08/12, with revision B dated 05/05/16,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami—Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:done. 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#15-0519.16 and consists of this page 1 and evidence pages E-1,E-2 and E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No. 16-0629.20 MIAP9FDADE . COUNTY Expiration Date: April 11,2018 e Approval Date: August 11,2016 Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWLNGS 1. Manufacturer's die drawings and sections. (Submitted under NDA No. 12-1218.12) 2. Drawing No. MD-CA640F-NI, titled"Fixed Casement Window Details -NI", sheets 1 through 10 of 10, dated 08/08/12, with revision B dated 05/05/16, prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system,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)Unifonn Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC, TAS 202-94 along with marked-up drawings and installation diagram of a series CA640F aluminum fixed window,prepared by Fenestration Testing Laboratory, Inc. Test Report No.FTL-7060,dated 09/07/12,signed and sealed by Marlin D.Brinson,P.E. (Submitted under NOA No. 124218.12) 3. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of a series CA-740 outswing aluminum casement window mulled to a fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-3579, dated 10/03/02, signed and sealed by Joseph Chan, P.E. (Submitted tinder NOA No. 12-1218.12) Manuel Pez, .E. Product Control a finer NOA No.16-0629.20 Expiration Date: April 11.,2018 Approval Date: August 11,2016 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(CONTINUED) 4. 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 series CA-740 outswing aluminum casement window mulled to a fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-3580, dated 10/03/02, signed and sealed by Joseph Chan, P.E. (Submitted under NOA No. 124218.12) 5. 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 series CA-740 aluminum fixed window mulled to a projected -window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-3724, dated 02/28/02, signed and sealed by Joseph Chan,P.E. (Submitted under NOA No. 12-12.18.12) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-51 Edition (2014),dated 05/16/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. 15-0519.16) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. None. Manuel Perez,P Product Control Exam ner NOA No.16-0629-EO Expiration Date: April 11,2018 Approval Date: August 11,2016 E-2 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with 1TBC-5t' Edition (2014), dated May 16,2015,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No.15-0519.16) 2. Statement letter of no financial interest, dated May 16, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. 15-0519.16) 3. Proposal No. 16-012.5 issued by the Product Control Section,dated March 09,2016, signed by Ishaq Chanda,P.E. G. OTHERS 1. Notice of Acceptance No. 15-0519:16,issued to PGT Industries,Inc. for their Series "CA-640F Fixed Casement"Aluminum Fixed Window-N.I."approved on 08/20/15 and expiring on 04/11/18. Manuel Perez. .E. Product Control Exa iner NOA No.16-06 Expiration Date: April 11,2018 Approval Date: August 11,2016 E-3 GENERAL NOTES:SERIES 640 DESIGN PRESSURE RATING IMPACT RATING ~ NON-IMPACT FIXED CASEMENT WINDOW VARIES, 1/8"ANNEALED OR 3116"ANNEALEDOR -- SEE SHEETS 6-9 NON-IMPACT RESISTANT TEMPEREDGLASS' • TEMPERED GLASS IIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY EXTERIOR 38 EXTERIOR 39 i THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, UDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 60"WIDTH —I- 53"VISIBLE LIGHT WIDTH(DLO) 11116"GLASS 11/16"GLASS iUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE 4"MAX r rte.B SEE SHEET 2 34 BITE 34 BITE RIS REGIONS. )R MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE 4'MAX. 1 1 - --1- Y MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. 9"0.C.MAX. O ERIALS USED FOR ANCHOR EVALUATIONS WERE I IF JAMB IS 32 60 32 50 THERN PINE.ASTM C90 CONCRETE MASONRY UNITS AND I OVER 60'. ICRETE WITH MIN.KSI PER ANCHOR TYPE,SEE TABLE 3, ET 4. GLASS TYPES 1 &2 GLASS TYPES 3&4 r'- --'--'-'-I-•-'-'------'-'-------- ]1 -L WOOD BUCKS LESS THAN 1-1/2'THICK ARE TO BE ISIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE 69. A A,SEE 76" 9/16"NOM. �J IONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. SHEET 2 -� DD BUCKS DEPICTED AS 2X ARE 1-112"THICK OR GREATER. VISIBLE / HEIGHT 114'ANNEALED OR GLASS STACK LIGHT TEMPERED GLASS AD 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO I HEIGHT I 118'ANNEALED OR 5/16'AIRSPACE IPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD (DLO) 38 :K DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF I EXTERIOR -� TEMPERED GLASS' • 1/8"ANNEALED OR ENGINEER OR ARCHITECT OF RECORD. (,P SS 39 TEMPERED GLASS NCHOR EMBEDMENT TO BASE MATERIAL SHALL BE 23"O.C.MAX. 11116°GLASS EXTERIOR OND WALL DRESSING OR STUCCO.USE ANCHORS OF IF JAMB IS 35 BITE —� FICIENT EMBEDMENT AS SPECIFIED ON TABLE 3,SHEET 4. I 60'OR LESS. I t •I � I_ 11!16°GLASS ;ROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF - -- ---� 36 BITE FRAME.INSTALLATION ANCHORS SHOULD BE SEALED. -- �� :RALL SEALING/FLASHING STRATEGY FOR WATER L�.B 19"tHEAD 32 50 .ISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS 23"O.C.MAX.IF HE O.C.MAX.IF - IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. HEAD OR SILL HEAD OR SILL IS 60"OR LESS. IS OVER 60". GLASS TYPES 5&6 5.76 33 33 HIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE PRODUCT 15 NOT FLUSH TO THE SUBSTRATE.USE SHIMS TYP. ELEVATION OFFIXED CASEMENT WINDOW 718"NOM. GLASS TYPES 7&8 'ABLE OF TRANSFERRING APPLIED LOADS.WOOD BUCKS, -- ---- ---"-- GLASS STACK - -- )THERS,MUST BE SUFFICIENTLY ANCHORED TO RESIST ,DS IMPOSED ON THEM BY THE WINDOW. TABLE 1: 1Y2'AIRSPACE 3116°ANNEALED OR ESIGN PRESSURES: Glass Types Sheet# TEMPERED GLASS IEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST ,3116'ANNEALED OR :SSURE,FRAME ANALYSIS AND GLASS PER ASTM E1300. 1 1/8"Annealed 6 38 TEMPERED GLASS OSITIVE DESIGN LOADS BASED ON WATER TEST EXTERIOR :SSURE,STRUCTURAL TEST PRESSURE,FRAME ANALYSIS 2 118"Tempered 6 /�-, )GLASS PER ASTM El 300. 3 3116°Annealed 7 fir' LASS 4 3116°Tempered 9 37 SITE HE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED 5 114"Annealed 7 RESIST THE WI NDLOADS CORRESPONDING TO THE 6 1/4"Tempered 9 1 )UIRED DESIGN PRESSURE.THE 33-1/3%STRESS 7 9/16"IG:(1/8"An-5116"AIr-1/8"An) 7 REASE HAS NOT BEEN USED IN THE DESIGN OF THIS 8 9/16"IG:(118"T-5116"Air-1/8°T) 7 s7e '_k" )DUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR 9 7/B°IG:{3/16"An-112"AIr-3/16°An) 6 EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT PRODUCT REVISED v1E INTO CONTACT WITH OTHER DISSIMILAR MATERIALS 110 7/8"IG:(3116"T-1/2"Air-3116"T) 9 as c-Plying with etc Florida \LL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING GLASS TYPES 9&10 B-ilding Code �f Acceptance No IG-a�a'L-1.20 )E FOR CORROSION RESISTANCE. "10111o" Es itoti n Da Revised 8y: Dole: Revision B. ta t IF. IEFERENCES:TEST REPORTS FTL-7060,3579.3580,3724; •��.('i(�� ' •I•'..'''<,,.%;. _ - JR Q5 ADDED SPACERS TO BY :0 ULTRACON NON,ELCO CRETEFLEX NOA;ANSI/AF&PA c�-•:•.GE1JS^ /05 16 SHEET 10. GENERAL NOTES... Mr. iO�2rorL�ct Co Trot ..........................1 . •a''r' c i FOR WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN •q-•.. Revised 8y: Dote: Revision A: VUAL. ELEVATION.......................................1 . .: = GLAZING DETAILS...........................1 INSTALLATION.................................2 -- �-7 = Drown By: ASSEMBLY TUBE DETAILS.............3 - //;; ® Description: JDARDSUSED: ANCHOR SPECIFICATIONS............4 -:� U �6 = GENERAL NOTES&ELEVATION J ROSOWSKI ANCHOR QUANTITIES.....................4-5 "�-'' •' i14 FLORIDA BUILDING CODE(FBC),5TH EDITION r) STi Doter DESIGN PRESSURES......................6-9 1070 TECHNOLOGY DRIVE Title: 3TME1300-04 ASSEMBLY DETAILS/BOM..............10 FLORIi•f;•'1-- N. VENICE, FL 34275 FIXED CASEMENT WINDOW DETAILS NI 08/08/12 151/AFBPANDS-2012FOR WOOD CONSTRUCTION -yeti( ";L � P.O. BOX 1529 _UMINUM DESIGN MANUAL,ADM-2010 �/� V.1i-.+•+++.`� NOKOMIS, FL 34274 Series/Model: Scole: She.(: browing No. Rev: SI-5100-07/S2-2010 A.Llirft��AtiL'LERP.E CERT. OF RUTH. X29296 CA-640 NTS 1 OF 10 MD-CA640F-NI B P.E.z 58705 3TALLATION EDGE EDGE INSTALLATION INSTALLATION OPTION 1 DISTANCE OPTION 2, OPTION 4 LLATION ANCHORS INSTALLATION CONCRETEICMU JTO 2X WOOD. ANCHORS DIRE PERANCHOR INSTALLATION EMBEDMENT DIRECTLY REQUIREMENT BUCK WIDTH ANCHORS DIRECTLY INTO MASONRY. INTO METAL. 1/4"MAX TYP.ANCHOR SHIM TYPE, EMBEDMENTAND AS REQUIRED EDGE DISTANCE #12 STEEL 4 PER TABLE 3 PER SUBSTRATE, SHE.14 SELF-DRILLING AS REQUIRED SEE TABLE 3, SMS,SEE TABLE 3, PER TABLE 3, 2 SHEET 4. SHEET 4. SHEET EMBEDMENT 3 EDGE DADE APPROVED DISTANCE MULLION ALUMINUM, 38 3,9 STEEL FRAMING OR 3437:�-/ STEEL STUD. 3437 EMBEDMENT VISIBLE LIGHT WIDTH(DLO) _7� EXTERIOR 70 WINDOW WIDTH OPTIONAL ADDON FLANGE @ HEAD, HORIZONTAL SECTION A-A SILL&JAMBS SEE DETAIL Al,BELOW NOTES: NOTES: WINDOW 1)WHEN INSTALLING VISIBLE LIGHT FORMULAS HEIGHT1)USE ONLY SUBSTRATE-APPROPRIATE COMBINATION UNITS, WIDTH:WINDOW WIDTH-7 LIGHT ANCHORS LISTED ON TABLE 3.SHEET 4. ADDITIONAL INSTALLATION HEIGHT:WINDOW HEIGHT-7 /I I /Y HEIGHT FOLLOW EMBEDMENT AND EDGE ANCHORS MAY NEED TO BE (DLO) DISTANCE LIMITS.ANY INSTALLATION 70"MAX. INSTALLED THROUGH THE BUCK OPTION SHOWN MAY BE USED ON ANY ____ __ WINDOW FRAMES AT 10'MAX. EXTERIOR HEIGHT SIDE OF THE WINDOW. FROM EACH SIDE OF THE FRAME 2)ALL WOOD BUCKS LESS THAN 1.1/2" ASSEMBLY TUBE CENTERLINE. THICK ARE TO BE CONSIDERED IX SEE TABLE BELOW., INSTALLATIONS.1 X WOOD BUCKS ARE 10"MAX. Additional Anchors Required on each OPTIONAL.UNIT MAYBE INSTALLED Side offtheFto Assembly Tube(FAT) DIRECTLY TO SUBSTRATE.WOOD BUCKS I L---e,_SEE DETAIL A2,BELOW Window AnchorTips DEPICTED AS 2X ARE 1-112•THICK OR Wdth A 18,C&D GREATER.IX AND 2X BUCKS(WHEN USED) —17•-22.9" 0 0 SHALL BE DESIGNED TO PROPERLY Zr-25T_ TRANSFER LOADS TO THE STRUCTURE. j > 38 9 WOOD BUCK DESIGN AND INSTALLATION 26+ 1 1 IS THE RESPONSIBILITY OF THE ENGINEER 1�pq VI:ow rh .. OR ARCHITECT OF RECORD.MAXIMUM H I,,, SHIM THICKNESS TO BE 1W. 1r-22.W x/ 1 DETAIL zj25.9" 1 0 1 4 Al 7-- DETAIL A2 PRODUCTREVISED as en-PlOirig with the Florida Building Cede 1XWOOD Actop atteionncDais NalBUCKSTRIP, Revised By: Dote: Revision o; o SEE NOTE 2. y THIS SHEET. Minn' sde Revised By:-M-1 Revision A: Prodmi TYP.ANCHOR TYPE, 1J4"MAX SHIM EMBEDMENT AND EDGE rANCE PER SUBSTF SEE TABLE 3, ATE A Description: ET 4: EMBEOMEN a OR & GENERAL NOTES ELEVATION• ON DrownJ SHEIJ OSOWSKI OiLOPTION REQUIRELATION OPT[ NT 107 N.0 VENICETECHNOLOCY FL 3DR4275 IVE Title: ooem , ATION ANCHORS THROUGH P.O. BOX 1529 FIXED CASEMENT WINDOW DETAILS NI 08/08/12 CKSTRIP INTO MASONRY. VERTICAL SECTION 13-13 NOXOMIS, FL 34274 1 se';Imodef. I -rgw--t Dmi.q W. Re, A.LYNN MILLER.P.E. CERT. OF RUTH. #292-96-1 CA-640 NTS 1 2 OF 10 MD-CA640E-NI B P.E.#58705 IXED CASEMENT(0) FIXED CASEMENT/CASEMENT(OX) AWNING/CASEMENT/FIXED CASEMENT(XXO) p;cODuCT REVISED a,compl)7nH with Ox Flcvida ___. Buildsg Cade R FIGURE 1: FIGURE 2: Attxptancc No��Qal• Date ..... ------ INDOW y 640 SERIES DJ r WINDOW* —_-- biiPm3..SSC PC981!£:�•t!l. J— WNING C C —D FRAME INDOW EIGHT '� �—ASSEMBLY LY -- FRAME ASSEMBLY TUBE NOTES_ in 10",SEE NOTE 7, —D THIS SHEET 1 DIMENSIONS SHOWN ARE Z 640 SERIES / � IP-TO-TIP DIMENSIONS FOR EACH I / —CASEMENT—� INDIVIDUAL WINDOW.FOR SIZES NOT V- ( � WINDOW / SHOWN,ROUND UP TO THE NEXT WINDOW I / AVAILABLE WIDTH OR HEIGHT z �1 WIDTH 640fi40 / DIMENSION SHOUT)ON THE TABLES. r z Q SERIES FRAME ---- SERIES I_.............._.--- r E Q FRAME �� 2)ANY 640-SERIES PRODUCT J .Q� FIXED ASSEMBLY CASEMENT `ASSEMBLY (CASEMENT,AWNING OR FIXED _ 2 CASEMENT TUBE E "—�oWINDOW WINDOW .E TUBE CASEMENT)MAY BE ATTACHED TO Q o _640 SERI OWES ......... THE RAME ASSEMBLY S USE THW E. Q j FIXED ALL R ANCHORAGE SIZE ANDS —-' CWINDOWASEMT�y DESIGN PRESSURE LIMITATIONS. 0 NOA 0 O I' 'SEE PRODUCTS NOA FOR 3)ALL WINDOWS IN THE W v M ' • INSTALLATION SPECS COMBINATION UNIT MUST BE ABLE TO N m Z 40 SERIES - li INDIVIDUALLY COMPLY WITH THE FIXED EXTERIOR REQUIREMENTS OF THEIR 0 } hl :ASEMENT I-1 / I / RESPECTIVE NOA. o v 00 J z Z WINDOW �J / j 4)FRAME ASSEMBLY TUBE TO BE m LL) 640 SERIES 640 SERIES FASTENED TO WINDOW,AS SHOW IN Y W W ---- __ --- -- AWNING CASEMENT DETAILS,WITH MIN.#12 X 1"SHEET INGLE UNITS: C WINDOW WINDOW* ETAL SCREWS.USE THE SAME U) U) (n Q MIN.#12 X 1'SMS THROUGH SPACING AND QUANTITY AS THE Q ERMINE YOUR WINDOW SIZE FRAME OPPOSITE FRAME MEMBER. O W U _CO CLASS INSTALLATION HOLES FRAME ASSEMBLY m''• � � �Q 5)THE FRAME ASSEMBLY TUBE MAY m Q n Lu n U )WING YOUR ANCHOR TYPE ASSEMBLY TUBE i )WING YOUR DETERMINE TUBE NOT EXCEED 62"IN LENGTH(AS USED y o •� u X „ MIN.#12 X IN A 63"FLANGED WINDOW)OR BE n N ANCHOR GROUP FROM _ MIN.#12 X USED IN TEE IO CROSS a o '7 3,SHEET 4. 1"SMS THROUGH CONFIGURATIONS. THROUGH 640 SERIES INSTALLATION R N rn )M SHEETS 6.9,FIND THE INSTALLATION CASEMENT HOLES 6)THE FRAME ASSEMBLY TUBE IS ® o N n f FOR YOUR GLASS TYPE. •c HOLES WINDOW NOT REQUIRED TO BE CLIPPED TO v N< N 'HE PRODUCTS DESIGN 640 SERIES 640 SERIES THE SUBSTRATE.ALL EXTERIOR o J " iURE FROM THE TABLE FRAME \_ - JOINTS TO BE SEALED BY INSTALLER. x ti ED DESIGN PRESSURE FIXED EXTERIOR CASEMENT _ o D ASSEMBLY 640 SERIES Z 4i 0. CASEMENT WINDOW = m vi cOR SINGLE WMDOWS,ALL � TUBE EXTERIOR FIXED 7 FOR ALL COMBINATION UNITS, DR GROUPS". WINDOW EXT R CASEMENT ADDITIONAL INSTALLATION ANCHORS o so 0 HORIZONTAL SECTION C-C WINDOW MAY NEED TO BE INSTALLED z c ENSIONS SHOWN ARE THROUGH THE WINDOW FRAMES AT o z u )-TIP.FOR SIZES NOT 10'MAX.FROM EACH SIDE OF THE 4J,ROUND UP TO THE NEXT FOR EACH WINDOW IN A COMBINED ASSEMBLY: VERTICAL SECTION D-D VERTICAL SECTION E-E_ FRAME ASSEMBLY TUBE ABLE WIDTH OR HEIGHT CENTERLINE.SEE TABLE BELOW: ISION SHOWN ON THE 1)DETERMINE EACH INDIVIDUAL WINDOW TYPE,SIZE AND GLASS MAKEUP,SEE FIGURES 1&2,THIS SHEET.DETERMINE YOUR ANCHOR GROUP FROM TABLE 3,SHEET 4. Additional Anchors Required on each - :S. Side of the Frame Assembly Tube(FAT) 2)FROM SHEETS 6-9,FIND THE SHEET FOR YOUR GLASS TYPE. Window Anchor Typo NG THE TABLES LABELED ~ IOWANCHORS REQUIRED' m Width A B,C B D 3)FIND THE DESIGN PRESSURE FROM THE TABLES LABELED "IMNDOWANCHORS REQUIRED"(TABLES 2A&26,SHEETS 4&5).THIS MUST BE DONE FOR EACH WINDOW IN 17"-229, 0 0 ES 2A&2B,SHEETS 4&5), THE ASSEMBLY,AND THE LOWEST DESIGN PRESSURE APPLIES TO THE ENTIRE ASSEMBLY.DIMENSIONS SHOWN ARE TIP-TO-TIP.FOR SIZES NOT SHOWN,ROUND UP TO IMINE THE NUMBER OF THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. m 23"-25.9' 0 ORS NEEDED IN THE HEAD, 21+ 1 1 lll///lll ND JAMBS OF YOUR 4)USING THE TABLE LABELED "WINDOWANCHORS REQUIRED"(TABLES 2A&28,SHEETS 4&5),DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD,SILL AND i- Window Anchor Type 3W JAMBS OF YOUR WINDOW. m Height A I B,C&D TALL AS PER THE0 0 '5)INSTALL AS PER THE INSTRUCTIONS ON SHEETS 2-3.NOTE THAT ADDITIONAL ANCHORS THROUGH THE WINDOW FRAME INTO THE SUBSTRATE MAY BE REQUIRED(SEE a 17"-22'9' UCTIONS ON SHEET 2. SHEET 2),AND THAT MIN.#12 X 1"ANCHORS ARE TO BE USED THROUGH THE FRAME INTO THE FRAME ASSEMBLY TUBE(SEE DETAILS ON THIS SHEET). 'p 25'9" 0 1 A.LYNN MILLER,P.E. REA{58705 w (� J J on O r # oO# r y A A_ Oa A N P N N N A N N wrwr Nr w rwr lAr Nr rOlr�r tAr�r cn �r Of r- ry S O S O S O S O S S O S O S O S O S O O S O O S O S 9 ww c ww ww c o ��$ }io a.� a' WN a wy wy -. wwwwww ww co LAw wco O1 NTO In Io m T 000 to O)W wO) co �a R-�-R a�'m�" �6 �p (A� wN Ole >N poi �n $� N N N N t0 N J N W N W N W N W N U N U N U N U N A N A N A N W N W N W N N N N D W D V, O li 4j D "j D O w� A n(�� mwWm�+tno N � p ry Nry D m O O p, 9 p W a N W N W N V N U N U N U N U N U N C N 0N C L)W_C m O f; - 3 N W N w N W N W N N N N p W 4 N W N N N O N V N V N W N Qr N U N m N W N W N U N U N a N P N W N W N W N N N N D W w w W��f�J W.�v Wv N 'N e:e:�i .1 W. ' m N J N N W N oN m N W N W N W N V N V N J N V N m N U N U N A N W N W N N N m Sn m LnNN A A NNN U(_nU� '�' 0 03 m D: • v a W`W 9 O;R m j O? N 10 N W N J N U N U N U N-N U N U N U N U N A N a N w N W N W N W N W N N N p A cC Q 3 N A N W N N m N J N J N V N U.1.N W N m N W N U N U N A N a N W N W N N N D 7 W q W OQ A A og U. W O W 0.m A N m N N y N N m N W N Co N m N W N W N V N V N m N W N U N A N A N W N N N m V (1 (1 v W d dl 6i ^ N N�O N m N U N U N U N U N U N U N U N U N a N A N W N W N W N w N W N N N N o A n co y C N N N N W N J N V N V N W N W N W N m N m N U N D a N m N v N p N'W N t0 N 10 N W N W N m N m N W N J N W N W N U N U N A N W N N N m C N c a D n N N �O N m N W N U N U N U N U N U N U N U N A N A N w N W N W N W N W N N N (�b W 00V Cp 'CO m w W d W N w W w m w J w J W J W J W J W W w W W U W U W a W A W W w W w N W N D a cLr { H e w m mA #A $ W O W W W N 4 J O W O W D 4 W W W W m W m W J w m w U W-W A w W W N w m W 0 171 m O Z A m W W W W w W a s ca 0 x y o W W U W U W U W A W A W w W w w W W W w w W N W o Z D3 ? w ? N N w w w e W W W m w J w J W J w J W J W W w W W cn w A WAW W w w w N w D N _c a W N N ODi W w b W W w 0(J O(..10 W t0 W.D W b w W W Co W J W W W W W U w A W W W N w N m�? OO To 3no uwi=A R E-'> w �� F(']F(F�g fn �, w;wio W W wa W o�w ui Wrn W<nwtn wcnwa WAwaww W W wW ww wNw c�N . T= Ql o b o O C n w�T N W p p m F a —3 n1 O W Q w W W W w U W U w U w U W U W U w U W A W A W W w W w W W w W W W N w N p 3 m w O W W w t0 W m W W W V W J w J W J W J W W w W W U W A W A w w W W W N W N D Dom oN iJ _W W W m 4 p mp.. W.w.w.W.w J W T W W W U W A w w W N W o zW W to tD j Q U W U w U W U w U W U w U W A W A w w W w W W W w W N W n { m m+W 9 i wY pp w p W m w m w U W U W U w U w U W U W U w a W A W W W W w W W W W W w N w N p D $ W d W O W m W W w m W V w V W J W J w W W U W U W A w W W W w N W D fn A m m w O Pry A A N A A D a A'0 A t0 A l0 A 10 a W a J A V A U A U A a A W w N w m w w A A A A A A A W A W�w Oo O ' ? W W J W m w m W W w U W U W U W U w U W m Z Z Z Z 76 m m m m{{m m 0 0 0 o N a go (A Z^> y m� s T N <-i 2 m T 'il fn c 0m. �m SZ.Yp _IDm 1 — I <m oZ T OZ 'i0= p -z-iI[-[m oNm _ Z01 0 xGz -to,z- W w x mmo z A Z O T w D w N =m tiOp 9l x x x � m O 0 m,0T0 �� Wap y .o yyl00.� O A �z frD- O m O Z p Z A A p r DX i?ytn O O x r o o 'O Z O�OA O O z z N O 47p X z 0 wC Z z o m� co ZN -- w m o_O =m p 3-+ O'T x < z zm mI m O o m ill 20 x x o z m m 3z m� Revised 8y. Date: Revision A w D c 7 O .. 5,45 dl G . ) Drawn By. Dote: J ROSOWSKI 08/08/12 £ in z I® Description: r 5 ANCHOR TYPE AND QUANTITY O v 1070 TECHNOLOGY DRIVE Title: _ in N. VENICE. FL 34275 FIXED CASEMENT WINDOW DETAILS-NI P.O. BOX 1529 NOKOMIS. FL 34274 Serfes/MoOel: Scale: Sheet: D.owfng No. Rev: CERT. OF RUTH. #29296 CA-640 NTS 4 OF 10 -ng B °0 28: Window Anchors Required(Over 37"on Short Side Dimension) PRODUCT REVISED as complying wirh Ow Florida Shan Side Reildiog Code Anchor Type` 40" 44' 48-114" 53-116" 54" 56 6D" 63" 67.1/2" Acceptance i�U (p'flr0�,� B C D A B C D A B C D AlB C D A B C D A B C D A B C D .pirstion ove S� der 23" Long Side 2 2 2 2 2 2 2 2 2 -2--1--2--1--2—,-2— 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Z 2 2 2 2 2 Shod Side 3 4 3 3 3 4 3 3 4 5 3 3 4 5 3 3 4 5 3 3 4 6 4 4 5 6 4 4 5 6 4 4 5 7 5 5 By Long Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 ±limn Dade pruiLreC .15!16" Short Side 3 4 3 3 3 4 3 3 4 5 3 3 4 5 3 3 4 6 3 3 5 6 4 4 5 6 4 4 5 7 4 4 6 7 5 5 35" Long Side 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 .. Short Side 3 4 3 3 4 5 3 3 5 6 3 3 5 6 4 3 5 7 4 3 6 7 4 4 6 8 4 4 6 8 5 4 7 9 5 5 m Long Side 3 4 3 3 3 4 3 3 3 4 3 3 3 4 3 3 3 4 3 3 3 4 3 3 3 4 3 3 3 4 3 3 3 4 3 3 1)USE THIS TABLE FOR ALL WINDOWS PER 37" Short Side 3 4 3 3 4 5 3 3 5 6 3 3 5 7 4 3 5 7 4 4 6 7 4 4 6 8 4 4 7 6 5 4 7 9 5 5 THE ELEVATIONS ON SHEET 1.DIMENSIONS Lang Side 4 5 3 3 4 5 3 3 4 5 3 3 4 5 3 3 4 5 3. 3 4 5 3 3 4 5 3 3 4 5 3 3 4 5 3 3 SHOWN ARE TIP-TO-TIP. 44 Short Side 3 4 3 3 4 5 3 3 5 6 3 3 6 7 4 4 6 7 4 4 6 8 5 4 7 8 5 4 7 9 5 5 B 10 6 5 O[t 2)FOR SIZES NOT SHOWN,ROUND UP TO THE 14 1/4" Long Side 5 6 3 3 5 6 3 3 5 6 3 3 5 6 3 3 5 8 3 3 5 6 3 3 5 6 3 3 5 6 3 3 5 6 3 3 NEXT AVAILABLE SHORT OR LONG SIDE �p Short Side 3 4 3 3 4 5 3 3 5 6 3 3 6 7 4 4 6 7 4 4 7 8 5 4 7 9 5 5 7 9 5 5 8 10 6 5 DIMENSION SHOWN ON THE TABLE. z o Q i3 118" Long Side 5 7 4 4 6 7 4 4 6 7 4 4 6 7 4 4 6 7 4 4 6 7 4 4 6 7 4 4 6 7 4 4 6 7 4 4 Short Side 3 4 3 3 4 5 3 3 5 6 3 3 6 7 4 4 6 7 4 4 7 8 5 4 7 9 5 5 8 10 5 5 6 11 6 5 3)THE WINDOWS SHORT AND LONG SIDE MAY d) a U Long Side 8 e 4 4 6 8 5 4 7 8 5 4 7 8 5 4 7 8-5 4 7 8 5 4 7 8 5 4 7 6 5 4 7 8 5 4 BE INVERTED. J o 58 Short Side 3 4 3 3 4 5 3 3 5 6 3 3 6 7 4 4 6 7 4 4 7 6 5 4 7 9 5 5 8 10 8 5 8 11 6 5 Q 83" Long Side 7 4 5 4 7 9 5 5 7 9 5 5 6 10 5 5 8 10 5 5 8 10 6 5 8 10 6 5 8 10 6 5 7 9 5 5 4)SEE NEXT SHEET FOR ADDITIONAL a Short Side 3 4 3 3 4 5 3 3 5 6 3 3 6 7 4 4 6 7 4 4 7 8 5 4 7 9 5 5 8 10 6 5 8 11 6 5 INFORMATION. Q O q CD 3-13116" Long Side 7 9 5 5 8 10 6 5 8 10 8 5 8 11 6 5 8 11 6 5 8 11 8 5 8 11 6 5 8 11 8 5 8 10 6 5 !^ LL Short Side 3 4 3 3 4 5 3 3 5 6 3 3 6 7 4 4 6 7 4 4 7 8 5 4 '7 9 5 5 8 9 5 5 6 11 6 5 i7 112„ Long Side 8 10 5 5 8 10 6 5 8 10 6 5 8 11 6 5 8 11 6 5 8 11 6 5 8 11 6 5 8 11 6 5 8 11 6 5 Q d O Short Side 3 4 3 3 4 5 3 3 5 6 3 3 6 7 4 4 6 7 4 4 7 8 5 4 7 9 5 4 7 9 5 5 6 11 6 5 N Lon Side 8 10 5 5 8 10 6 5 8 11 6 5 9 11 6 5 9 11 6 5 V116 5 9 11 8 5 9 11 6 5 d Z> 681. Short Side 3 4 3 3 4 5 3 3 5 6 3 3 6 7 4 4 6 7 4 4 4 7 9 5 4 7 9 5 5 � In ? i 70" Long Side 8 10 6 5 8 11 6 5 9 11 6 6 9 11 6 6 9 11 6 6 6 9 11 6 6 9 11 8 6 o Q O Q °Z Short Side 3 4 3 3 4 5 3 3 5 6 3 3 6 7 4 4 6 7 4 4 4 7 8 5 4 7 9 5 5 z 72" Long Side 8 10 6 5 9 11 6 6 9 11 6 6 9 11 6 6 9 11 6 6 6 9 11 6 6 9 11 6 6 W LU Short Side 3 4 3 3 4 5 3 3 5 6 3 3 5 7 4 4 6 7 4 4 4 7 8 5 4 774" Long Side 9 11 6 5 9 11 6 6 9 127 6 9 12 7 6 9 12 7 6 6 9 12 7 6WShort Side 3 4 3 3 4 5 3 3 5 6 3 3 5 7 4 4 6 7 4 4 4 6 8 5 4 O ro 76" Long Sitle 9 11 8 6 9 12 7 6 9 12 7 6 9 12 7 6 9 12 7 6 6 9 12 7 6Short Side 3 4 3 3 4 5 3 3 5 6 3 3 5 7 4 3 5 7 4 4 4 6 8 5 4 Q Long Side 10 13 7 6 10 13 7 7 10 13 7 7 10 13 7 7 10 13 7 7 - ° 84" m Short Side 3 4 3 3 4 5 3 3 5 8 3 3 5 6 4 3 5 6 4 3 v n U W N V Long Side 14 18 10 9 p oo Q LL v, 114 Short Side 3 4 3 3 EXAMPLE 1:FOR WINDOW COMBINATION SHOWN BELOW,3116"TEMPERED GLASS,114" w > 'o MASONRY ANCHORS INTO CONCRETE,+/-55 PSF DP REQUIRED.NO ANCHOR PLATE _ a m ry 10" 10" a l,� 4" Q L X 4 2 �4"I �-�'�4- --14-� =�m ui Q o FIXED CASEMENT ANCHORS: 1ENT ANCHORS(SEE SEPERATE NOA): r ! iM TABLE 12,ANCHORS C&D ALLOW A DP OF+70/-90, Tj1' ! / A)FROM TABLE 11,ALL ANCHORS ALLOW A DP OF+701-90. ! U THE JAMB,FROM TABLE 3,ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE 10.6" ! / B)FOR THE JAMB,FROM TABLE 3,ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE '_D AND DOES NOT REQUIRE THE ANCHOR PLATE. 13.25" DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE. IM TABLE 2,6 ANCHORS ARE REQUIRED IN EACH JAMB. �— �- C)FROM TABLE 213,5 ANCHORS ARE REQUIRED IN EACH JAMB. 61" ILARLY,2 ANCHORS ARE REQUIRED IN THE HEAD&SILL. \ I — D)SIMILARLY,3 ANCHORS ARE REQUIRED IN THE HEAD&SILL. TRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. 1 E)DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. \ 1 F)PER RULES ON SHEET 2,INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY RULES ON SHEETS 2&3,INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLYL '"✓ �� 31DE OF THE AWNING(HEAD&SILL). TUBE SIDE OF THE FIXED CASEMENT(HEAD&SILL). 48• A.LYNN MILLER.P.E. P.E.fl 58705 FOR GLASS TYPES: PRODUCT REVISED 1) 1/8"Annealed w compt}ing with ft Florida Buildiug Code 4: 2) 1/8"Tempered Accepum10 G-o6f�& L•r ' ?tion Da•e �$ Design Pressure(pst)for Single Windows,AIIArwhw Getups Short Side , U7 63' LONG t under 23" 25-16116" 273/4' 331/7 3T 44' 48-1/4" 53118• 58" hdiarni ode prOBui'4 er 23- +1-79.6 .1-71.5 +l-67.9 t!-66.6 tl-57.7 +1-53.9 +1-522 .1-499 +!-46.9 +/-44.5 SIDE SHORT SIDE I 15116' -1-71.5 +!-70.5 +1-662 +1-57.6 +/-54.3 +1-50 +1-48.2 +1-43.8 +/-39.4 +1-36.2 1L IL-� 3T +!-57.7 +l-56.3 +l-52.T ./-49.9 ./-49.4 +1-427 +!-40.1 +/_38 +!-36.3 +/-332 > 44' +1-53.9 +1.50 +1.48.1 +/-44.1 +1-42.7 +/-41.6 +/-38.2 �.- LONG I SHORT m m �1l4' +1-52.2 +1.48.2 +/-48.3 +/-41.8 +/-40.1 +1-383 +1-35.2 SIDE SIDE 3-IfT +!-49,9 +/-43.8 +1.42.9 +1-39.9 +/-38 z SHEETS 1,4&5 FOR WINDOW ANCHOR 58' +/-46,9 +/-39.4 +A 38.1 +A 37,9 +1-38.3 1)SEE r LOCATIONS AND QUANTITIES. CD � 63• +I-44.5 +l-36.2 0-33.8 +1-33.6 +1-33.2 2)TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY W _ d' 76' +1-40.7 +1-30.8 +/-27.4 OR HORIZONTALLY AS SHOWN. O 84• +/-39.4 4-29.3 +1-25.5 a Z � zQ t c n Z Q o WLL O 5: Design Pressure(pall for Windows Attached to a From Assembly Tube H 0 0 _ w _ ; O Wirdow Dlmension"A" CV W .� onder23' 2575/16" 27,V4' 33-117 3T 44" 48-IW 63-W sr 63' - a Z Anchor Anchor Anchor Anchor Anchor Anular Anchor Anchor Anchor CD Ancfror GetupLU Group Getup Groton Group Getup Group Group Gaup Gmiq 6 Z All All All A6 All All All All All A,C&D B u Z der 23' _._7_0/_79_6_F+_70/-7`I.5. +/87.9 +/50.8 +1-57.7 +r53.9 +/-522 +1-49.g 046.9 +1-04.5 +/-43.6 0 C _ ~ m -15/16' +70%71.5 +70/-70.5 +186.2 +/57.6 +1-54.3 +1-60 +/-48.2 +1-03.8 +1-39.4 +/36.2 +1-36.2 (D W 37- +/-57.7 +156.3 +152.7 +/49.9 049.4 +/427 +1-00.1 036 +1.36.3 +1-33.2 0-33.2 W W 44" +/-53.9 +1-50 +148.1 +1-04.1 +/-42.7 +/41.6 +136.2 Y 8.1/4' 0-522 +148.2 +1-46. 1 +/41.5 +/40.1 +/38.2 +1.35.2 d < O 311V x149.9 +/43.8 +1429 +139.9 +1-36 z U _CO 58' +146.8 0-39.4 +136.1 +1.37.9 +/36.3 O 83' tl44.5 +1362 +133.8 t/-33.6 +1-33,2 m>" o Q v Q 76' +x40.7 +/30.8 +/-27.4 m O .a(q W n U 84" +1-39.4 0-29.3 +1.25.5 z o o❑ a=LL y WINDOWS WIDTH AND HEIGHT MAYBE INVERTED. w oa rnry N FIGURE FOR HORIZONTAL FRAME ASSEMBLY TUBE FIGURE FOR VERTICAL FRAME ASSEMBLY TUBE � x� FRAME a 10" FRAME SEE SHEETS 1,4&5 FOR WINDOW ASSEMBLY SEE SHEETS 1,4&5 r a 0 0 MAX. ASSEMBLY WINDOW ANCHOR DIMENSION 7U FOR WINDOW ANCHOR 'B' LOCATIONS AND TUBE LOCATIONS AND QUANTITIES.SEE SHEET v WINDOW QUANTITIES.SEE SHEET T 10"MAX- 3 FOR ANY ADDITIONAL DIMENSION 3 FOR ANY ADDITIONAL l ANCHORS REQUIRED - •A• ANCHORS REQUIRED FOR THE FRAME FOR THE FRAME ADDITIONAL ASSEMBLYTUBE. WINDOW ADDITIONAL ASSEMBLYTUBE. WINDOW -ANCHOR ^--�DIMENSION�- ANCHOR -�DIMENSION (4),IF REO. 'B' (4),IF REQ. 6113 lb A.LYNN MILLER,P.E. ET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS P.E.#58705 FOR GLASS TYPES: 3)3/16"Annealed PRODUCT'R13VISED 5) 1/4"Annealed '3Cemee�"h'� �°"'a Build'u1 7)9/16" IG: (1/8"An -5/16"Air- 1/8"An) r �et� 8) 9/16" IG: (1/8"T-5/16"Air- 1/8"T) � 6: Design Pressure(pso for Shite Windows,All Anchor Groups a m T[I 6hart Side II��II under 23' 29015118' 275x4' 3-85. 3T 44' 49-114' 53.118' 908' 63' LONG - Z LL ler 23' +90/-112.1 +901-100.7 +90/-95.7 +/-85.4 +1-81.3 +/-75.9 +/-73.6 +I-71.6 +1-69.9 +/-68.6 SHORT SIDE SIDE O 45HE +901-100.7 +901-98.4 +90/.03.3 +1-81.1 +l-76.6 +1.70.4 +/.67.9 -1-65.8 +/-64 t/-028 w d• 3r +/-81.3 +1-76.5 +1.74.3 +/-70.3 +/-69.7 +1-60.1 +1-58.5 a!-53.5 +t-51.1 +/-49.3 a Z CO 44' +/•75.9 +1-70.4 +/-67.8 +/-621 +1.60.1 +/-58.6 +/-53.8 +1-44.5 +/•41.9 +1-40 LONG I SHORT I r 2 U 3114' +1-73.8 +1-67.9 +1.65.2 +7_56.9 +/-56.5 +!•53.8 +1-53.4 +1-43.5 +l-40.8 SIDE -�-j SIDE Imo- w r 31B' +1-71.6 +1.65.8 +1-629 +1-56.2 +1-53.5 +1-44.5 +1-43.5 +1-43.2 1)SEE SHEETS 1,4&5 FOR WINDOW ANCHOR 0 J ; 58' +f-69.9 +1-64 41-61 +1-50.1 +1.51.1 4/-41.9 +1.40. _z Q q +1.52.4 +/-49.3 +/-40 LOCATIONS AND QUANTITIES. 78• +/_56 .1-55.4 +/-49.3 +1-43.1 *l-39.4 2)TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY a LIJ OR HORIZONTALLY AS SHOWN. w O 84' +1-64.9 +1.52.7 +1-45.8 +1.37.8 - 0LL O O wo �r` a z :7: o w F- �I Design Pressure(psq for Wfndows Altached to a Frame Assembly TiAe 6 f70 � f- �Z I Wlndw Dhnensim'A' C) = Z J U) w under 23' 2515/16' 2744" 33112• 37' 44' 48-114' 53118' 68' 6:1' _ (n An6hor Arctnr Anchor AnchorGmup Anchu Grwp Anchor GTOW Anclw G=P AncrorG=p Anchor Graq Anchor Group Y w w Graroup Gil Group > d O All As All A,CBD 8 A,CBD B AC&D B A B C&D A B C&D A B CJ A B C&D Oer23° +76'-90 +70/90 +70/-90 +701$5.4 .701-Ml +701-81.3 t7Dr•74.3 +7W-75.9 H-62.5 +70/-72.7 N56.9 +70r-73.6 +!•fi6.1 tf51.B +7-11-71.6 +1-60.5 +1-07.4 +/699 +hY>,7 N-03.6 t1{8.6 O z () _C4 -15116' +70'.00 +701-90 +701-90 +7(11.81.1 +701-81.1 +701-76.5 +701-76.5 .701-704 +701-70.4 +1-64.4 +1-67.9 +1-67.9 +1-58.6 +145.6 +1-658 +153.6 +154 +1-64 +/-49.3 +1.626 +14326 ��, U) (7 v Q 3r +701-81.3 +70176.5 +701.743 +701-70.3 +701-70.3 +/49.7 +/-69.7 +/-60.1 +140.1 +156.5 +156.5 +156.5 ./53.5 +1535 +153.5 +151.1 +151.1 +151.1 +/-49.3 +/49.3 +149.3 m Q ,`nFn LLI y(� 4d' +701-75.9 +701-70.4 +157.8 +/-621 +1521 +1.00.1 +1-60.1 +1-58.6 +/-58.6 +153.8 +1539 +/-53.8 ./-44.5 +144.5 +1-44.5 +1-41.9 +1-41.0 +/41.9 +140 .1.40 +140 _ o y w i;x 8-114' +70%73.6 +/479 +145.2 +/-58.9 +158.9 ./56.5 .156.5 +153.8 +/53.8 +/53.4 +/53.4 +1-53.4 +/-49.5 N43.5 +1-435 +1-40.6 +1-40.6 +140.6 o -•0 p❑ fz w y 3-716• +701-71.6 .1458 +1529 +/56.2 +/56.2 +153.5 +153.5 +644.5 +1-44.5 +1-435 +1-43.5 +1-43.5 +1-43.2 +/-43.2 +/-43.2 68' +149.9 .1-61 .1-61 +l-53.1 +154.1 t/51.1 051.1 .1-41.9 +141.9 +1-40.6 +140.6 +1-40.6 63' +1-68.6 +1526 +1596 +/SZ4 +1524 +1.493 +149.3 +1-40 +14D w 76• +/46 +/9054 +149.3 +143.1 +143.1 .139.4 +1894 ^ rn +1427 +145.8 +137.8 +187.8 WINDOW'S WIDTH AND HEIGHT MAY BE INVERTED. C' J o xLL z Z� mV G FIGURE FOR HORIZONTAL FRAME ASSEMBLY TUBE x _ FIGURE FOR VERTICAL FRAME ASSEMBLY TUBE ��ao 0 FRAME FRAME 0 0 WINDOW -ASSEMBLY SEE SHEETS 1,4&5 WINDOW ANCHOR Z v MAX. -� ASSEMBLY SEE SHEETS 1,4 8 5 FOR DIMENSION TUBE FOR WINDOW ANCHOR 'B- LOCATIONS AND LOCATIONS AND QUANTITIES.SEE SHEET WINDOW QUANTITIES.SEE SHEET T 1D'MAK 3 FOR ANYADDITIONAL DIMENSION 3 FOR ANY ADDITIONAL T ANCHORS REQUIRED _ •q^ ANCHORS REQUIRED FOR THE FRAME - FORTHEFRAME ADDITIONAL ASSEMBLYTUBE. - - -� WINDOW ADDITIONAL ASSEMBLY TUBE. WINDOW ANCHOR DIMENSION� ANCHOR --�DIMENSION�"- (4),IF REQ. 'B" (4),IF REQ. •q^ 16 A LYNN MILLER,P.E. ET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS P.E.p 68705 FOR GLASS TYPES: PROU9) 7/8" IG: (3/16"An- 1/2"Air-3116"An) a,c mpyitigwa;'aLeeP)Mida 8.ildine ode A x(P_0�o'"d�4-�•'mb'e n%11Pt..1 1.b 1 ExPirefkm Dare KI 8: By Design Pressure(psQ forSingle Wl dw .All Anchor Gmupsu A1i..to � . rrkfq.Y z Start Side unde42515116' 36' 48" 53-1/8' S8' 60- 63" 65' 66-13116' L LONG SHORT SIDE " ler 23' +9014505050 +901-i50 +901-139.3 +9W-124.7 +9N-121 +9W-118.3 +9N-117.3 +9W-116 +901-115.2 +901-114.6 SIDE m 15116' +901-150 +901.150 +901-131.4 +901-115.2 +gW-111.2 +901-108.2 +901.107.2 +901-105.8 +9W-105 +901-104.3 z 35• +901-141.2 +901-133.5 +9W-121.2 +901-98 +907-929 +1-89.2 +1-87.9 -1-66.2 .1-85.2 +1.84.4 L z 63- +901416 +901.105.8 +1-8.1.8 +1-73.4 +1-70.9 +1.69.6 +1-69.4 +1-69 +/-67.1 +/-65.2 LONG I SHORT I'_ LL -13116' +901-114.5 +901-104.3 +/-629 +1-70.9 0.68.1 +A 66.4 +/-65.9 +1-65.2 +1-63.5 +1-82 I SIDE -�I SIDE 66' +901-114.1 +901-103.8 +I-824 .1-70.2 +1.67.3 +1-65.5 +/_65 +1.64.2 +1-62.4 LL( _ O 1)SEE SHEETS 1,4 8 5 FOR WINDOW ANCHOR � 70' +901-113.4 +901.103.2 +/-79.9 +1-69.1 +1-66.1 +1-64.2 +1-63.8 +/-624 LOCATIONS AND QUANTITIES. n• Z 74' +901-1123 1+901-101.9 +1-73.9 +1-67.2 +1-84 +f-61.8 +/-61.1 2)TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY 76' +901-111.7 +901-101.3 +1-72.1 +/.66.4 +/-63.1 +/-60.8 OR HORIZONTALLY AS SHOWN. ~ c r 84' +901-109.9 +901-99.4 +/-65,5 +l-58.9 +/-57.7 � -'I •;� a LU O 9: h - Q c- Design Pressure(psq for Windows Attached to a Frame Assembly Tube ' �j V- O O 1 Window Dimension•A' � °i DO under 23• 2515116' 36• 46• 63-118 66• 80' BY C-4 a Q r^ AncMr Aloha Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group - Lu (n Z Group Group Do All All 0.CBD B A B CBD A 8 CBD A B C D A B C D A 8 C D V d)•" der 23` +701-90 +70/•90 +701-90 +901-76.3 +701-73.1 +/57.3 +701-90 +/.66 +f-51,7 +701-90 +1.60.5 ./47.4 +701-87.6 +70180 +l-SB.S N45.8 +701-84.7 +701-90 +IS5.7 +143.8 +701-80.7 aTW$9.5 0 o O Q Z Z 1-15/16' +701-90 +701-90 +701-86.4 +701-90 +1-64.0 +70180 +701.90 +/•56.5 +701-90 +701-90 +1.63.6 +701.84 +701.90 +70/80 +1-51.8 +70!$12 +701-90 +701-90 +/49.3 +701-77.3 +701-90 +701-90 (n W 3S +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +70/-84.9 +701-90 +701-89.2 +701-77.8 +701-89.2 +70/89.2 +70187.9 +701.752 +701-87.9 +701-87.9 +701.88.2 +701-71.6 +701.86.2 +70/.86.2 (n 63• +70/-90 +70/-90 +701-84.8 +701-84.8 +701-73.4 +701-73.1 +701.73.4 +70/-70.9 +/-66.1 +701-70.9 +1-66.2 +1.60.5 +1�.6 +/-89.6 +150 +/58.5 +/59.4 +189.4 a!-61 +/55.7 +/59 +/.69 Y w W N3116' +70/-90 +701-90 +701-82.9 +701829 +701-70.9 H.69 +701-70.9 +158.1 +/-623 +188.1 +/-66.4 +157.1 +156A +156.4 +/55.9 +/5.5.2 +185.9 +155.9 +155.2 +/525 +/-652 +185.2 U) a 68' +701-90 +701-90 +701.82.4 +701-824 +701-702 +1-67.8 +701-702 +157.3 +/-61.2 +/57.3 +165.5 +156.1 +155.6 +155.5 +/S5 +/54.2 +/55 +185 +154.2 +/51.8 +/54.2 +1.64.2 Q 70' +70180 +701-9D +701-79.9 +70!•78.9 +/•68.1 +166.8 0.69.1 0.66.1 +1-59.5 +158.1 +164.2 +154.6 +184.2 +1642 +/63.8 +/527 +/-83.8 +/63.6 4624 +150.1 +1624 +152.4 O Z (.� c:CO 74• +70/-90 r7W-90 +701-73.9 +701-73.9 +1672 +187.2 +1.67.2 +1.64 +154 +164 +/81.8 +/58.9 +/.61.8 +181.8 +161.1 +156.9 +161.1 +181.1 m'' (n a(� Q -O Q 76• +701-90 +701-BO +701-721 +701-721 +/-66.4 +166.4 +166.4 +1.63.1 +1826 +/63.1 +180.8 +157.3 N80.8 +160.8 9. Lu 84• +701-80 +70'-80 +/-65.5 +165.5 +156.9 +/58.9 +158.9 +1.57.7 +/-58.8 +/-57.7 s m w w X =' WINDOWS WIDTH AND HEIGHT MAY BE INVERTED. Q N w � FIGURE FOR HORIZONTAL FRAME ASSEMBLY TUBE o�- FIGURE FOR VERTICAL FRAME ASSEMBLY TUBE FRAME SEE SHEETS 1.4 8 5 / w w a o 0 10^ FRAME SEE SHEETS 1,485 FOR WINDOW ASSEMBLY ASSEMBLY yyINDOW ANCHOR DIMENSION TUBE FOR WINDOW ANCHOR >a Y 'B' LOCATIONS AND z z r, TUBE LOCATIONS AND T -- QUANTITIES.SEE SHEET u WINDOW QUANTITIES.SEE SHEET I 10' 3 FOR ANY ADDITIONAL DIMENSION 3 FOR ANY ADDITIONAL ANCHORS REQUIRED ..A. ANCHORS REQUIRED FOR THE FRAME FOR THE FRAME ADDITIONAL ASSEMBLY TUBE. --� WINDOW ADDITIONAL ASSEMBLY TUBE. WINDOW ANCHOR DIMENSION� ANCHOR -�DIMENSION�- (4),IF REQ. - ^g• (4),IF REO. •A" A.LYNN MILLER P.E. -ET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS P.E.958705 FOR GLASS TYPES: 4)3/16°T noDOcr12Fvism ss complying wish the Florida 6) 1/4"T BnaaiDgc�da �6-atr2q!1D /+ccepleece A30_ 10)7/8" IG: (3/16"T- 1/2"Air-3/16"T) xpml na1C• +°IDIS By tviiam"Dade F4o'd11e1 O•. 10: Design Pressure(psf)for Single Windows,All Anchor Groups T Short Side I under2W 25-15116' 291 31-112' 34• 40• 54• 60' 63' 87-112' LONG m SHORT E 01-150 +901.150 +901-150 +901.150 +901-160 +901-150 +901-150 +901-150 +90/-150 +901.150 SIDE SIDE Z 01-150 +901-150 ,901-150 190/-150 .901-150 +901-150 QW-150 +901-150 +90/x60 +901.150 r0,-150 +901-150 +901-150 +901-150 +901-150 +901-150 +901-150 +9D/-150 +901450 +901-141.7 Q0/-150 +901-150 +901-150 +90I-150 t9a-1W +90/•150 +90/-147 «901-1429 +90I-141.7 +901-134.5 T LONG I SHORT I LjJ 01-150 +901.150 +90/450 +901-150 +80/•150 +901-160 +901-141.1 +901-136.1 +901-134.4 SIDE -�1 SIDE a Z .Q901-150 +90/.150 +90/-150 +901-150 +901-150 +90/-150 +901.136.8 +901-131.290/-150 +901-150 +901-15D +901-150 .901-150 +901-133.4 +901-12701 1)SEESHEETS 1,4&5FORWINDOWANCHOR901-150 +801-150 +901-150 +901-150 +gpl•131.9 -98LOCATIONS AND QUANTITIES. j2)TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY ' J901-150 +Ba-150 +901-150 +901.150 +901.124.1 OR HORIZONTALLY AS SHOWN. ZQ90/-150 +901-150 +901.150 .901-149 f� J Q O W 11: O O Design Pmswe(psp for ac r Windows Attached to a Frame Assembly Tube LLJ d N ❑ N O J WIMow Donensian•A• z under 23' 25.15/16• 29• 31-1lY 34' 40' S9' 60' 63• O W (- Anchor Am r Amber ArohorGroup Anchor Group Anchor Group Anchor Group AncforGroup AuborGroup v� � F- m F- Graup Group Group All All All A,C&D B A,C&D B A B C&D A B C&D A B C D A B C D o° a°O U) LLJ U) Z '^z ler 23• +701-9D +701.90 +70/50 +701+10 +701-87.4 +701-90 +70/-W.8 .701-87.7 +/56.7 .701-90 +/-65 +/50.9 +701&0 +158.5 +/45.8 +701-84.7 +701.90 .1-55.7 +/-43.6 +701-80.7 +701-89.5 (n 2 15/76• +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +70150 +701-77.7 +701.90 +701-90 +157.6 +701-90 +701-90 .151.8 +70151.2 +701-90 +701-90 +1-49.3 «70/-77.3 +701-90 +70/-90 Y W W 63• +701-90 +701-90 +70/-90 .701-90 +701.90 +701-90 +70150 +701.90 +70/-90 t7a-90 +701-9D +701-90 +701.90 +701.90 +701-90 +701-90 +701-90 +70150 +70150 +70/.90 +701-90 (n 7-117 +TDI-90 +701-90 +70150 +70140 +701-90 +701-90 +70/-90 +70/-90 +701-90 +7x•90 +701-90 +701-90 +70150 +70/-90 +70/-90 +701.90 +70/-90 +70150 +70150 +70150 .701-90 a Q d. 72 +701-90 +701-9D +701-90 «70140 +701.911 +701-90 +70/-90 +701-90 +701.90 +701-90 +701-90 +701.90 .701-90 +701-90 .701.90 +701-90 +701-90 +701.90 +701-90 +701-90 +70/50 O z () CD 76• +701-90 +701-90 +701-90 +7a5D +701-90 +701-9D +70150 +701.90 +701-90 +70/-90 +70/.90 +701-90 +70150 +7(V-90 +701-9D +70140 +701-90 m U) o(� ❑ b Q +701-90 +70150 +70/•90 1701-90 +701-90 +70/-90 +701-90 +701.90 +701-90 +701-90 +701-90 0i�Q ,S(n W V 114• +70h90 «Ta-BO +70/-90 +7x50 +Ta•s0 +701-90 +701-s0 +Ta4o +701-s0 +70/-s0 °i _ 134• +701-so +701-s0 +7x50 +7a4o +701-s0 +701-90 +70150 °1 0 W o X v 6 � $❑ E 14S «T01-90 +70150 +701-90 +70/-90 +70/-90 WINDOWS WIDTH AND HEIGHT MAY BE INVERTED. n w ® >r n N FIGURE FOR HORIZONTAL FRAME ASSEMBLY TUBE >n n F IGURE FOR VERTICAL FRAME ASSEMBLY TUBE z,•;o. � FRAME _ m N a 10^ FRAME SEE SHEETS 1,4&5 FOR WINDOW ASSEMBLY SEE SHEETS 1,4&5 w o 0 0 ASSEMBLY DIMENSION TUBE I FOR WINDOW ANCHOR >n:Y TUBE WINDOW ANCHOR •g• y LOCATIONS AND LOCATIONS AND _i QUANTITIES.SEE SHEET 10•MAX QUANTITIES.SEE SHEET WINDOW _ 3 FOR ANY ADDITIONAL DIMENSION 3 FOR ANY ADDITIONAL ANCHORS REQUfRED •A• ANCHORS REQUIRED FOR THE FRAME FOR THE FRAME _ ADDITIONAL ASSEMBLY TUBE. - JWINDOW ADDITIONAL ASSEMBLY TUBE. WINDOW ANCHOR DIMENSIONI�- ANCHOR -�DIMENSION�- (4),IF REQ. •B' (4),IF REQ. •A• A.LYNN MILLER.P.E. ET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS P.E.#58705 ALUMINUM 10 SILICONE HOT-MELT BUTYL REINFORCEMENT POLYISO- DESICCANT FILL AREA STRUCTURAL BUTYLENE SILICONE 5/16"NOM. SEALVINT.GLASS 5116'NOM. STRUCTURAL —1/4"NOM. FOAM ice'3116"NOM. BUTYL& /7 LICONE SEAL POLYISOBUTYLEN WITH / ROLL-FORMED ASSEMBLY DETAILS WITH DESICCANT DESICCANT DESICCANT STAINLESS STEEL FOAM EXT,GLASS EXT.GLASS EXT.GLASS— EXT.GLASS INT.GLASS INT.GLASS INT.GLASS 75 KODISPACE 7e SUPER 77 DURASEAL® 7e XL EDGE-`" 4SG TPS SPACERU NXT rm SPACER SPACER a b \;��\ —�•�1.124"f•�— . 3.545" 1 i \ � AS REQUIRED � .125" M 2 PER TABLE 3, .062' 993" INTERIOR SHEET4 NOM. 040" 1.356' 2203" 2701" .439" 1 1 .093" ?=1 f T� .441" .062' .289' J t .095" J f .093' TABLE 16: t� 2.764" —� J` f i .093" � Item Dw9.# Dessripbon Mat FRAME HEAD, INST.HOLE COVER ANCHOR PLATE ADDON FLANGE FRAME I 1 7005 Main Frame Head Sill&lambs 6063T6 Alum. O SILL 8,JAMB O #7007,6063-T6 O #7071,6063-T6 70 #134,6063-T6 701 ASSEMBLY TUBE 2 7071 Anchor Plate 6063-T6Alum- #7005,6063-T6 #7004,6063-T6 i 3 7007 Installation Hole Cover 6063T6 Alum. 4 7010 Frame Comer Key Steel I 6 7078 Frame Gasket Vicryl Foam 845" 706° 172" 10 1 7055 Fixed Frame Hole Plu PVC 1 .050" 32 1 1713 Setting Block 5/32!'x 3/16"x 1-1/4" EPDM .050" le�--j_', 050" 33 1714 Settin Block 32"x 1-7/16"x 1- 4" EPDM II (�' .815' .865' Ir .g65" -870" ,050" � 34 1 7037 1 lead 606376 Alum. 35 1 7036 Bead B 6063T6 Alum. �-- .569" 36 7042 Bead C 6063T6 Alum. 37 7059 Bead D 6Flex P C 70 O BEAD A O BEAD B 306 BEAD C O BEAD D 38 1224 Vinyi Bulb Wstp(Thick) Flex PVC 70 34 #7037,6063-T6 35 #7036,6063-T6 36 #7042,6063-T6 37 #7059,6063-T6 I 39 1225 lVinyl Bulb Wstp(Thin) Flex PVC 70 50 Dow 899 Silicon Backbedding PRODUCT(tEV[SF..D c �'�Q&ft 70 134 Add-on Flange 6063-T6 Alum. � a 71 7009 Casement Frame Assy Tube 6063T6 Alum. A"'P�No fro-o 6yL9 D� 86 #8%1-1/2"Quad Pn SMS Stainless Steel Stainless Steel 'pirot DaLic Revised By: Dalc: Revis'on S. 90 #12 x 1"Ph.Pn.TEK Stainless Steel J R 05/05/16 ADDED SPACERS TO THIS By SHEET. Miam Dti3c ut �— Revised By Date: Revision A: j Part# Description Material 75 Korrtmerling 4SG TPS Spacer System (� ,/ ® Description: Droxn By: ? BOM AND EXTRUSIONS J ROSOWSKI 76 Quanex Super Spacer nXFwith Hot Melt Butyl see this �` W Sheet for 77 quanex Duraseal Spacer Materials 1070 TECHNOLOGY DRIVE 71tte: Dale: j 78 Cardinal Edge Spacer N. VENICE, FL 34275 FIXED CASEMENT WINDOW DETAILS-NI 08/08/12 S P.O. BOX 1529 REFERENCE TEST REPORTS:FTL-8717,8968&8970 .. . NOKOMIS, FL 34274 Series/Model: Score: Sheet: Droving No, Rev: A.LYNN MILLER,P.E. CERT. OF AUTH. #29296 CA-640 NTS 10 OF 10 MD-CA640F-NI B P.E.#58705 ji 1 M IAM 1-RADE 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.eov/economv 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 put-poses. 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"CA-640F Fixed Casement"Aluminum Fixed Window-Ns. APPROVAL DOCUMENT: Drawing No. MED-CA640F-NI, titled "Fixed Casement Window Details - NI", sheets 1 through 10 of 10, dated 08/08/12, with revision B dated 05/05/16,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami—Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:None. 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#15-0519.16 and consists of this page 1 and evidence pages E-1,E-2 and E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.16-0629.20 MIAMMADE COUNTY Expiration Date: April 11,2018 Approval Date: August 11,2016 ¢�t Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWLVGS 1. Manufacturer's die drawings and sections. (Submitted under NDA No. 12-1218.12) 2. Drawing No. MD-CA640F-NI, titled"Fixed Casement Window Details -Nr, sheets 1 through 10 of 10, dated 08/08/12, with revision B dated 05/05/16, prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door,using: Kodispace 4SG TPS spacer system,Duraseale spacer system, Super Spacer'NXT m 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 along with marked-up drawings and installation diagram of a series CA640F aluminum fixed window,prepared by Fenestration Testing Laboratory, Inc. Test Report No. FTL-7060,dated 09/07/12,signed and sealed by Marlin D. Brinson,P.E. (Submitted under NDA No. 12-1218.12) 3. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBG, TAS 202-94 4)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked-up drawings and installation diagram of a series CA-740 outswing aluminum casement window mulled to a fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-3579, dated 10/03/02, signed and sealed by Joseph Chan, P.E. (Submitted under NOA No. 12-1218.12) Manuel Pe z,P.E. Product Controla iner NOA No.16-0629.20 Expiration Date: April 11,2018 Approval Date: August 11,2016 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(CONTINUED) 4. 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 series CA-740 outswing aluminum casement window mulled to a fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-3580, dated 10/03/02, signed and sealed by Joseph Chan, P.E. (Submitted under NOA No. 124218.12) 5. 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 series CA-740 aluminum fixed window mulled to a projected window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-3724, dated 02/28/02, signed and sealed by Joseph Chan,P.E. (Submitted under NOA No. 124218.12) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5t' Edition (2014),dated 05/16115,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. 15-0519.16) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. None. Manuel Perez,P Product Control Exam ner NOA No.16-0629. 0 Expiration Date. April 11,2018 Approval Date: August 11,2016 E-2 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51" Edition (2014), dated May 16,2015,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. 15-05-19.16) 2. Statement letter of no financial interest, dated May 16, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. 15-05-19.16) 3. Proposal No. 16-01.25 issued by the Product Control Section,dated March 09,2016, signed by Ishaq Chanda,P.E. G. OTHERS 1. Notice of Acceptance No. 15-0519:16,issued to PGT Industries,Inc.for their Series "CA-640F Fixed Casement"Aluminum Fixed Window-N.I."approved on 08/20/15 and expiring on 04/11/18. Manuel Perez. .E. Product Control Exa finer NOA No.16-06 . Expiration Date: April 11,2018 Approval Date: August 11,2016 E-3 GENERAL NOTES:SERIES 640 DESIGN PRESSURE RATING IMPACT RATING NON-IMPACT RESISTANT NON-IMPACT FIXED CASEMENT WINDOW VARIES, 1/8"ANNEALED OR 3116"ANNEALED OR SEE SHEETS 6-9 TEMPERED GLASS TEMPERED GLASS IS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY EXTERIOR 38 EXTERIOR 39 i THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, UDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 60"WIDTH � 53'VISIBLE LIGHT WIDTH(DLO) 11/16"GLASS 11/16"GLASS iUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE $4 BITE 34 SITE IIS REGIONS. 4"MAX. )� r—�B,SEE SHEET 2 )R MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE -- 4"MAX. 1 1 )'MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. =RIALS USED FOR ANCHOR EVALUATIONS WERE 19'O.C.MAX. 50 50 THERN PINE.ASTM C90 CONCRETE MASONRY UNITS AND IF JAMB IS 32 32 CRETE WITH MIN.KSI PER ANCHOR TYPE,SEE TABLE 3, I OVER 60 =_T 4. GLASS TYPES 1&2 GLASS TYPES 3&4 r-._.. If .L WOOD BUCKS LESS THAN 1-1/2'THICK ARE TO BE A I,SEE SIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE 69. I / SHEET 2 78" 9116"NOM. ONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. VISIBLE HEIGHTOR GLASS STACK _ )D BUCKS DEPICTED AS 2X ARE 1-112"THICK OR GREATER. / 1/4'ANNEALED LIGHT TEMPERED GLASS"S NO 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO I HEIGHT / 1/8-ANNEALED OR 5116"AIRSPACE PERLY TRANSFER LOADS TO THE STRUCTURE.WOOD I EXTERIOR —r TEMPERED GLASS' K DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF (DLO) I � 38 1/6'ANNEALED OR ENGINEER OR ARCHITECT OF RECORD. 39 TEMPERED GLASS JCHOR EMBEDMENT TO BASE MATERIAL SHALL BE 2 O.C.MAX. 11/16"GLASS EXTERIOR � IF F JAMB IS 35 BITE --f )NO WALL DRESSING OR STUCCO.USE ANCHORS OF 60"OR LESS. °ICIENT EMBEDMENT AS SPECIFIED ON TABLE 3,SHEET 4. 1 _ 11!16°GLASS ROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF 36 BITE FRAME.INSTALLATION ANCHORS SHOULD BE SEALED. -- RAA SE OF INSTALLATION ATIONSTRATEGY FOR WATER LYg Y ,STANCE OF INSTALLATION SHALL BE DONE BY OTHERS 23'O.C.MAX.IF 19'O.C.MAX.IF 32 IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. HEAD OR SILL HEAD OR SILL IS 60"OR LESS. IS OVER 60 GLASS TYPES 5&6 sre 50 33 iIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS TYP. ELEVATION OF FIXED CASEMENT WINDOW 7/8"NOM. GLASS TYPES 7&8 ABLE OF TRANSFERRING APPLIED LOADS.WOOD BUCKS, — ------- GLASS STACK —�-- — ITHERS,MUST BE SUFFICIENTLY ANCHORED TO RESIST JS IMPOSED ON THEM BY THE WINDOW. TABLE 1: 112'AIRSPACE 3/16'ANNEALED OR =SIGN PRESSURES: Glass Types Sheet# TEMPERED GLASS EGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST _3/16'ANNEALED OR SSURE,FRAME ANALYSIS AND GLASS PER ASTM E1300. 1 118"—Annealed 6 38 TEMPERED GLASS )SITIVE DESIGN LOADS BASED ON WATER TEST2 1/8"Tempered EXTERIOR —i" SSURE,STRUCTURAL TEST PRESSURE,FRAME ANALYSIS 6 GLASS PER ASTM E1300. 3 3116"Annealed 7 11/16"GLASS 4 3/16"Tempered 9 37 BITE iE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED 5 1/4"Annealed 7 tESIST THE WINDLOADS CORRESPONDING TO THE 6 1/4"Tempered 9 1 UIRED DESIGN PRESSURE.THE 33-1/3%STRESS 7 9116"IG:(1/8"An-5116°Air-1/8"An) 7 LEASE HAS NOT BEEN USED IN THE DESIGN OF THIS 8 9116"IG:(1/B"T-5116"Air- 7 5.7e50 33 DUCT,THE 1.6 LOAD DURATION FACTOR WAS USED FOR 9 7/8"IG:(3/16"An-1/2"Air-3116°An) 8 EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT PRODUCT REVISED IE INTO CONTACT WITH OTHER DISSIMILAR MATERIALS 110 7/8"IG:(3116"T-1/2'Air-3116"T) 9 as cum LL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING GLASS TYPES 9&10 plying wdN 0tc Florida E FOR CORROSION RESISTANCE. Buil Pta Cotte 20 � i i I 1 t V� Aoceptaocc 1Vo Irv'•Ofv��.Za Ex'rati nQate Revised By: Dole: Revision 9: EFERENCES:TEST REPORTS FTL-7060,3579,3580,3724; ,�\.('�\� ,''�'.�':�<, '�; JR Q5 ADDED SPACERS TO By D ULTRACON NOR;ELCO CRETEFLEX NOA:ANSI/AF&PA 't' CENS. -.'r' SHEET 10. h4&wi ; /05 16 FOR WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN GENERAL NOTES.............................1 >'.-• J C Vol UAL. ELEVATION.......................................1 � Revised By: Dote: Revision A: GLAZING DETAILS...........................1 - 5"5705 . 1i0. INSTALLATION.................................2 _ �,�,�•. = Drown By: ASSEMBLY TUBE DETAILS.............3 — L..— ® Description: IDARDSUSED: ANCHOR SPECIFICATIONS............4 ,,''.•�' (6 �J, GENERAL NOTES&ELEVATION J ROSOWSKI 14 FLORIDA BUILDING CODE(FBC),5TH EDITION ANCHOR QUANTITIES..................•..4-5 'T'�.•, STi1rE�;;- �`.!" E1300-04DESIGN PRESSURES......................6-9 i..!.:,,•. _`':'� 1070 TECHNOLOGY DRIVE iitle: Dote: SUAF&PA NDS-2012 FOR WOOD CONSTRUCTION ASSEMBLY DETAILS/BOM..............10 F �' -FLOR';?F:•_. N. VENICE, FL 29 FIXED CASEMENT WINDOW DETAILS-NI 08/08/12 UMINUM DESIGN MANUAL,ADM-2010 iv/• /v,1,x,1 P.O. BOX 1529 . �r 1 { �•�' NOKOMIS, FL 34274 Series/ldodel: Scute: �Sheet: browing No. Rev: 31-S100.07/S2-2010 A.LYNN MILLER,P.E P.E.Z s37D5 CERT. OF RUTH. X29296 CA-640 NTS 1 OF 10 MD-CA640F-NI B JALLATION EDGE INSTALLATION INSTALLATION OPTION 1 DISTANCE r EDGE DISTANCE OPTION 2, CONCRETE/CMU INSTIONALLATION N INSTALLATION _CATION ANCHORS PER ANCHOR ANCHORS DIRECTLY ITO 2X WOOD. ANCHORS DIRECTLY REQUIREMENT EMBEDMENT INTO MASONRY. BUCK WIDTH INTO METAL. _t 1/4"MAX TYP.ANCHOR SHIM TYPE' AS REQUIRED I� EMBEDMENTAND ° 912 STEEL 4 EDGE DISTANCE 4 PER TABLE 2 SELF-DRILLING PER SUBSTRATE, 3 SHEET 4 SMS,SEE TABLE 3, AS REQUIRED 1 SEE TABLE 3, SHEET 4. PER TABLE 3, 2 SHEET 4. SHEET4 - DADE APPROVED 3 EDGEI MULLION,ALUMINUM, DISTANCE STEEL FRAMING OR • 34-37 38 39 4-37 STEEL STUD. 3 EMBEDMENT 1 VISIBLE LIGHT WIDTH(DLO) l EXTERIOR 70 WINDOW WIDTH - U OPTIONAL ADDON FLANGE @HEAD, HORIZONTAL SECTION A-A SILL&JAMBS SEE DETAIL�._., A1,BELOW NOTES: NOTES: I I VISIBLE LIGHT FORMULAS WINDOWI i 1)WHEN INSTALLING WIDTH:WINDOW WIDTH-7 HEIGHT 1)USE ONLY SUBSTRATE-APPROPRIATE ,I COMBINATION UNITS, LIGHT ANCHORS LISTED ON TABLE 3,SHEET 4. ADDITIONAL INSTALLATION HEIGHT:WINDOW HEIGHT-7 VISIBLE FOLLOW EMBEDMENT AND EDGE ANCHORS MAY NEED TO BE " HEIGHT DISTANCE LIMITS.ANY INSTALLATION 10-TMA—X• ___ .....-- INSTALLED THROUGH THE (DLO) BUCK OPTION SHOWN MAY BE USED ON ANY # - "" WINDOW DFROM EACFRAMES DE OF THE FRAME EXTERIOR HEIGHT SIDE OF THE WINDOW. I j ASSEMBLY TUBE CENTERLINE. -,'- a2)ALL WOOD BUCKS LESS THAN 1.1/2' --- --- ----- j SEE TABLE BELOW: THICK ARE TO BE CONSIDERED 1X10•MAX -�( i _ I Additional Anchors Required an each INSTALLATIONS.1X WOOD BUCKS ARE (!- OPTIONAL.UNIT MAY BE INSTALLED j ---- Side of the Assembly Tube(FAT) DIRECTLY TO SUBSTRATE.WOOD BUCKS p L--,SEE DETAIL A2,BELOW LL Window Anchor Type DEPICTED AS 2X ARE 1-1/2'THICK ORILS i Width A B,C&D GREATER.1X AND 2X BUCKS(WHEN USED) 17'-22.9' D 0 SHALL BE DESIGNED TO PROPERLY 237.-25.r 0 1 TRANSFER LOADS TO THE STRUCTURE. _ 261+ 1 1 38 39 WOOD BUCK DESIGN AND INSTALLATION _ t- Window Anchar Type IS THE RESPONSIBILITY OF THE ENGINEER �(1 f�i Height A B,C&D OR ARCHITECT OF RECORD.MAXIMUM SHIM THICKNESS TO BE 1/4". r j-J�JJI 17"-22'9 0 0 3 23-25.9-25.9• 0 1 r DETAIL J 26"+ 1 1 - Al PRODUCTREVISED, 4 A2 its complying with the Florida Building Code Accoptonce fb 6 .�.2a 1X WOOD 'ration Daze_ l� Revised By: Dafe: Revision B: BUCKSTRIP. ', p1 SEE NOTE 2, P+ti•mi enie T"rnituct THIS SHEET. FITRevised By: Dote: Revision A: TYP.ANCHOR TYPE, 1/4"MAX SHIM EMBEDMENT AND EDGE_ _ Drawn By: ANCE PER SUBSTRATE, --�• ) .- ® Description: SEE TABLE 3,SHEET 4. EMBEDMENT - 6/��(, - GENERAL NOTES&ELEVATION J ROSOWSKI CONCRETE PER ANCHOR • 1070 TECHNOLOGY DRIVE Pit.: Date: ILLATION OPTION 3 REQUIREMENT• - N. VENICE, O. BO,X 1 29�s FIXED CASEMENT WINDOW DETAILS-NI 08/08/12 NION ANCHORS THROUGH VERTICAL SECTION B=B _ NOKOMIS, FL 34274 Serres/Model: Scute: Sheet: Drawing No. Rev: ;KSTRIP INTO MASONRY. A.LYNN MILLER.P.E. CERT. OF AUTH. #29296 CA-640 NTS 2 OF 10 MD-CA640E-N1 B P.E.#58705 XED CASEMENT(01 FIXED CASEMENT CASEMENT(OX) AWNING CASEMENT/FIXED CASEMgNTjXX0j pRODUCTMVISED mplong with ft Fkcids FIGURE t Braiding Ca'e FIGURE 2: 640 SERIES AWNING WINDOW* ED C 400W I -_D FRAME ASSEMBLY ;IGHT TUBE FRAME ASSEMBLY TUBE NOTES. 10",SEE NOTE 1, --D THIS SHEET 640 SERIES 1)DIMENSIONS SHOWN ARE —CASEMENT h TIP-TO-TIP DIMENSIONS FOR EACH Vr �p/ INDIVIDUAL WINDOW.FOR SIZES NOT LL WINDOW WIND( WIDTH SHOWN,ROUND UP TO THE NEXT 640 AVAILABLE WIDTH OR HEIGHT CID 640 DIMENSION SHOWN ON THE TABLES. z :—E < SERIES FRAME SERIES 0 FIXED ASSEMBLY FRAME I CASEMENT CASEMENT 2)ANY 640-SERIES PRODUCT TUBE WINDOW` ASSEMBLY -So (CASEMENT,AWNING OR FIXED WINDOW IS TUBE CASEMENT)MAY BE ATTACHED TO 22 _j < --_.�40 SERIES THE FRAME ASSEMBLY TUBS.FOR 4k 0 FIXED ALL WINDOWS,USE THE WINDOWS < Lu CASEMENT NOA FOR ANCHORAGE,SIZE AND E=_!Rj 3.1 LLI LL WINDOW DESIGN PRESSURE LIMITATIONS. 'SEE PRODUCTS NOA FOR 3)ALL WINDOWS IN THE LLI 0 0 SERIES INSTALLATION SPECS COMBINATION UNIT MUST BE ABLE TO N 03 a FIXED EXTERIOR h INDIVIDUALLY COMPLY WITH THE — D z kSEMENT REQUIREMENTS OF THEIR 00 I`_ to WINDOW RESPECTIVE NOA i; ;;Q >- �— CD z Z -60 z 4)FRAME ASSEMBLY TUBE TO BE co 640 SERIES 640 SERIES FASTENED TO WINDOW,AS SHOW IN 2i uj 4GLE UNITS: Lij 2 AWNING CASEMENT DETAILS,WITH MIN.912 X 1"SHEET co LLJ WINDOW WINDOW* METAL SCREWS.USE THE SAME U) RMINE YOUR WINDOW SIZE MIN.#12XI'SMS THROUGH SPACING AND QUANTITY AS,THE ASS. < INSTALLATION HOLES FRAME OPPOSITE FRAME MEMBER. CID FRAME 0 Lu I ASSEMBLY Q < NING YOUR ANCHOR TYPE ASSEMBLY 5)THE FRAME ASSEMBLY TUBE MAY JBSTRATE,DETERMINE TUBE TUBE NOT EXCEED 62"IN LENGTH(AS USED 0 is uj 0 MIN. 12 X 9 =HOR GROUP FROM IN A 6r FLANGED WINDOW}OR BE e 3.SHEET 4. MIN.#12 X USED IN TEE OR CROSS LL 'L- 1'SMS LI*SMS CONFIGURATIONS. 6 AWNING 6 C WINDOW L SERIES i ri / to 0 SHEETS&9,FIND THE THROUGH 640 SERIES THROUGH C INSTALLATION CASEMENT INSTALLATION 6)THE FRAME ASSEMBLY TUBE IS FOR YOUR GLASS TYPE. HOLES a HOLES WINDOW C N iE PRODUCTS DESIGN NOT REQUIRED TO BE CLIPPED TO JRE FROM THE TABLE 640 SERIES FIXED EXTERIOR FRAME 640 SERIES THE SUBSTRATE.ALL EXTERIOR .:D'DESIGN PRESSURE ASSEMBLY'--CASEMENT JOINTS TO BE SEALED BY INSTALLER. OR SINGLE MNDOWS,ALL CASEMENT TUBE WINDOW 640 SERIES . IR GROUPS, WINDOW EXTERIOR EXTERIOR FIXED 7)FOR ALL COMBINATION UNITS, ,0,jM oLn CASEMENT ADDITIONAL INSTALLATION ANCHORS 2 O 0 am :NSIONS SHOWN ARE HORLZOtff.5L SECTION C-C WINDOW MAY NEED TO BE INSTALLED > -e 71P.FOR SIZES NOT THROUGH THE WINDOW FRAMES AT z Z 0 4.ROUND UP TO THE NEXT 10'MAX.FROM EACH SIDE OF THE ,BLE WIDTH OR HEIGHT FOR EACH WINDOW IN A COMBINED ASSEMBLY: VERTICAL SECTION D-D VERTICAL SECTION E-E FRAME ASSEMBLY TUBE 'ION SHOWN ON THE 1)DETERMINE EACH INDIVIDUAL WINDOW TYPE,SIZE AND GLASS MAKEUP,SEE FIGURES 1&2,THIS SHEET.DETERMINE YOUR ANCHOR GROUP FROM TABLE 3,SHEET CENTERLINE.SEE TABLE BELOW: 3. 4. Additional Anchors Required on each 2)FROM SHEETS 6-9,FIND THE SHEET FOR YOUR GLASS TYPE. Side ofthe Frame Assembly Tube(FAT) IG THE TABLES LABELED VAndow Anchor Typo OW ANCHORS REQUIRED' 3)FIND THE DESIGN PRESSURE FROM THE TABLES LABELED WNDOWAIVCHORS REQUIRED'(TABLES 2A&2B,SHEETS 4&5).7HIS MUST BE DONE FOR EACH < —! 18,2 S 2A&2B,SHEETS 4&5), 1 WINDOW IN �: &D THE ASSEMBLY,AND THE LOWEST DESIGN PRESSURE APPLIES TO THE ENTIRE ASSEMBLY.DIMENSIONS SHOWN ARE TIP-TO-TIP.FOR SIZES NOT SHOWN,ROUND UP TO o 17--2ZV a 0 MINE THE NUMBER OF THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE —7_ )RS NEEDED IN THE HEAD, TABLES. 5 -250 0 4D JAMBS OF YOUR 4)USING THE TABLE LABELED IWINDOWANCHORS REQUIRED"(TABLES 2A&2B,SHEETS 4&5),DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD,SILL AND > —,,. I JAMSS OF YOUR WINDOW. Window AnchorType W Fwght - A IB,C&DI 'ALL AS PER THE 5)INSTALL AS PER THE INSTRUCTIONS ON SHEETS 2-3,NOTE THAT ADDITIONAL ANCHORS THROUGH THE WINDOW FRAME INTO THE SUBSTRATE MAY BE REQUIRED(SEE 17"-22.9" 0 0 JCTIONS ON SHEET 2. SHEET 2),AND THAT MIN.#12 X 1-ANCHORS ARE TO BE USED THROUGH THE FRAME INTO THE FRAME ASSEMBLY TUBE(SEE DETAILS ON THIS SHEET). 23--25.9- 1-0 2r. 1 1 A.LYNN MILLER,P.E. V REASS705,I 0? N A it N 2! �o' SQr � y�Dr��3mm1Df3��r a 0 �y y y CD c y� yVflN yyy yy wy ycN �X4R. Rmy n =� =� vm CA m2 y.U. N W N N N N D D O y N N N p N N N m N m N V N V N J N V N V N J N m N m N VI N N N A N W N W N N N N tp 4 W Y'y S y W dl c (o W pm a D p,(P p U1 a N{D N m N V N tT N m N m N IT N LT N-N-N-N A N A N W N W N w N W 3 x 3 3 N m N m N V N U N U N U N U N U N U N U N U N A N A N W N W N w N W N W N N N N 0 N m W twit Q N W N N N N J N V Now-0.0 N m N m N N N m N A N A N W N W N W N N N N D ma 9 m m (L iII,AA Oi Oo Oo`mv �(7? N V N U N U N U N U N m N U N U N U N a N A N W N W N w N W N W N N N O v a m 3 N p N N N m N V.1 J N J KillN m N m N m N m N m N m N A N A N w N W N N N D 'm rrr�NN q�^.a Dy leu' a 0 dd v N moi. w D A 0 N N N W N N m N V N V N V N m N m N m N m N m N m N Di N A N A N W N W N N N D a DDm G z z N p N N m N m N VI N DI N W N m N m N m N U N A N A Nno S 2 y V p A O N m N m N V N U N U N U N U N U N U N U N U N A N A N W N W N w N w N w N N N O 7 D Ed 0 V m w m w A W N W m W m W V W V W J w V W V W m w m W U w U w A w A W W w W W N W N D W G r m m A A n W p w W N W W m W.W b W m w m W m w m W V w m w m W th W A W W W N w m W N m m o D 0 z w A' A j cn S o m j m m n N _S m N S m 9 a w o w m w m w m w m W m w m w m w m w m w m w a W a w w w w w w w w w w w N W N 0 O xy yN y y > N N w N w w m w m w m w J w J w J w J w J W m w m w cn w A WAW W w w w N W D G 2� m Dp W W mNm N W W{p W p)W+w 0 W O w m W b W m W b W m W m W V W m W m W m W A W W w N W N m 0 Om To O NCO N WDcp yQQy;; y 3 0. $—nn On'�_F 'a2 m F 8 a ? m O D nNv7'0 m mm m� m aco> > D is �mD 6 1 x� n D 67m g W owm Wm W<n WDiWm WmwmW<nwcn WA WAW W ww W W ww WwwNw o Nm w N W w m W m W m W J w J w J w J w J w m W m w cn w a w A w w w w w N W D o m O j W L.j j N N N w w W m d W w W W W W m W lD W w W tD W�O W m w J w m W m W m W A W W w.W W O �l mA N NN N 'x_00 m nd g O _ D m m W b W m W m W U W U W U w U W m W N w U w A w A w w W W W W W w w N W No z s W { N O 3 w U w A w A W W W W W w w w w W W N W O� W a W O W m W m w m w W w V W V W V w V W m W VI W m W A W w W W W N W D m 40 N �� DA,'�`v L� $� A�ANA�aoaoAo AtD ASD AID AmaJAJam AaawwNw m cn W J AAAAAAAm Am�fJ�m v m ? W p W W m w m W m w U W U W U W U W U W a W A W W ID w m W N W m w m W V1 W[n W W w m W A WAW W w w WT w w w W w-0 0 0 o Z 7d. m m m{{m{ E d mNN mo 21i Z� yZN Dom,_; N 0m mm 0m0 Amc pm pm �DA �1 m' Dm o� O>N �0x 'zs.- °Nuj y y Z y 0 m m p z m m `�' D m c- -1 yr pZ0 3 y Dyy Sm y0� >c X X { m O O !mz0 -mj� Nm 9Tty�00T --- n �Z Ou z �m .. O O x 0 r o o rOc o 2m � $D$X I Gd�B(" _i r z ;1 z z G10 NO 000 x o 0 y 0 �y O D x D 2 m TL 2 N{ fp w Zm O m 9� 2 x x O m z S N 9 T CO 0T I mmen 9 p Z m� Revised By: Dote: 'Revision A: N Dg0DrownBy: Dote: J ROSOWSKI 08/08/12 E 5 In z ® Description: �'y ANCHOR TYPE AND QUANTITY v "' •t 1070 TECHNOLOGY DRIVE Title: in N. VENICE, FL 34275 FIXED CASEMENT WINDOW DETAILS-NI P.O. BOX 1529 f3� NOKOMIS. FL 34274 SrrluodeC Scale: Sheet: Drawing No. Rev: CERT. OF RUTH. x%29296 CA-640 NTS 4 OF 10 1 MD-CA640F-NI 113 Q0 2B: Window Anchors Required(Over 37"on Short Side Dimension) PRODUCT REVISED Short Side w complying with dro Florida Building Code AnchorType� 40" 44" 48-1/4" 53-1f8" 54" 1 58" 60" 1 63" 1 67-1/2" Acccptancef3o 6'o*0v•��g A BI G I D A 0 C D A B C D A B C D A B C D A B G D A B C D A 0 C D A B C D Espir�liai Da[c YJ der 23" Long Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Short Side 3 4 3 3 3 4 3 3 4 5 3 3 4 5 3 3 4 5 3 3 4 6 4 4 5 6 4 4 5 6 4 4 5 7 5 5 B>' Lang Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 M;,an Dnde Pro�ai 15/16" Short Side 3 4 3 3 3 4 3 3 4 5 3 3 4 5 3 3 4 6 3 3 5 6 4 4 5 6 4 4 5 7 4 4 6 T 5 5 35" Long Side 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 Short Side 3 4 3 3 4 5 3 3 5 6 3 3 5 6 4 3 5 7 4 3 6 7 4 4 6 8 4 4 6 8 5 4 7 9 5 5 �D Long Side 3 4 3 3 3 4 3 3 3 4 3 3 3 4 3 3 3 4 3 3 3 4 3 3 3 4 3 3 3 4 3 3 3 4 3 3 1)USE THIS TABLE FOR ALL WINDOWS PER 37 Short Side 3 4 3 3 4 5 3 3 5 6 3 3 5 7 4 3 5 7 4 4 6 7 4 4 6 8 4 4 7 8 5 4 7 9 5 5 THE ELEVATIONS ON SHEET 1.DIMENSIONS SHOWN ARE TIP-TO-TIP. Z Long Side 4 5 3 3 4 5 3 3 4 5 3 3 4 5 3 3 4 5 3. 3 4 5 3 3 4 5 3 3 4 5 3 3 4 5 3 3 � 44 Short Side 3 4 3 3 4 5 3 3 5 6 3 3 8 7 4 4 6 7 4 4 B 8 5 4 7 6 5 4 7 9 5 5 8 10 6 5 2)FOR SIZES NOT SHOWN,ROUND UP TO THE 14-114" Long Side 5 6 3 3 5 6 3 3 5 6 3 3 5 6 3 3 5 6 3 3 5 6 3 3 5 6 3 3 5 6 3 3 5 8 3 3 NEXT AVAILABLE SHORT OR LONG SIDE to Short Side 3 4 3 3 4 5 3 3 5 6 3 3 6 7 4 4 6 7 4 4 7 8 5 4 7 9 5 5 7 9 5 5 B 10 6 5 DIMENSION SHOWN ON THE TABLE. Z a i3 VB' Long Side 5 7 4 4 6 7 4 4 6 7 4 4 6 7 4 4 6 7 4 4 6 7 4 4 6 7 4 4 6 7 4 4 6 7 4 4 t 2() Short Side 3 4 3 3 4 5 3 3 5 6 3 3 6 7 4 4 6 7 4 4 7 8 5 4 7 9 5 5 8 10 5 5 8 11 6 5 3)THE WINDOWS SHORT AND LONG SIDE MAY J o ' Long Side 6 8 4 4 6 8 5 4 7 8 5 4 7 8 5 4 7 8 5 4 7 8 5 4 7 8 5 4 7 8 5 4 7 8 5 4 BE INVERTED. c Short Side 3 4 3 3 4 5 3 3 5 6 3 3 6 7 4 4 6 7 4 4 7 6 5 4 7 9 5 5 B 10 6 5 8 11 6 5 Q S` 63" Long Sitle 7 9 5 4 7 9 5 5 7 9 5 5 8 10 5 5 8 10 5 5 8 10 6 5 8 10 6 5 8 10 6 5 7 9 5 5 4)SEE NEXT SHEET FOR ADDITIONAL d W o 0 Short Side 3 4 3 3 4 5 3 3 5 6 3 3 6 7 4 4 6 7 4 4 7 8 5 4 7 9 5 5 8 10 6 5 8 71 6 5 INFORMATION. Long Sitle 7 9 5 5 B 10 6 5 8 10 6 5 8 11 6 5 8 11 6 5 8 11 6 5 8 11 6 5 8 11 6 5 8 10 6 5 > L-- i_13116" Short Side 3 4 3 3 4 5 3 3 5 6 3 3 6 7 4 4 B 7 4 4 7 8 5 4 '7 9 5 5 8 9 5 5 8 11 6 5 LL i7 112„ Long Side 6 10 5 5 8 10 6 5 8 10 6 5 8 11 6 5 8 11 6 5 8 11 6 5 8 11 6 5 8 11 -6 5 8 11 B 5 Q cl to c m O Short Side 3 4 3 3 4 5 3 3 5 6 3 3 6 7 4 4 6 7 4 4 7 8 5 4 7 9 5 4 7 9 5 5 8 11 6 5 N D Long Side 8 10 5 5 6 10 6 5 8 11 6 5 9 11 6 5 9 11 6 5 9 11 6 5 9 11 6 5 9 11 6 5 T U' Z 68 Short Side 3 4 3 3 4 5 3 3 5 6 3 3 6 7 4 4 6 7 4 4 6 8 5 4 7 9 5 4 7 9 5 5 0 �j v 70" Long Side 8 10 6 5 B 11 6 5 9 11 6 fi 9 11 6 6 9 11 6 6 9 11 6 6 9 11 6 6 9 11 6 6 4 Z Short Side 3 4 3 3 4 5 3 3 5 6 3 3 8 7 4 4 6 7 4 4 6 8 5 4 7 8 5 4 7 9 5 5 0 0 Q z Z ]2" Long Side 8 10 8 5 9 11 6 6 9 11 6 6 9 11 6 6 9 11 6 6 9 11 8 6 9 11 6 6 9 11 6 6 W Short Side 3 4 3 3 4 5 3 3 5 8 3 3 5 7 4 4 6 7 4 4 6 8 4 4 7 8 5 4 7 9 Long Side 9 11 6 5 9 71 6 6 9 12 7 6 9 12 7 6 9 12 7 6 9 12 7 6 9 12 7 6 Y W 74` Short Side 3 4 3 3 4 5 3 3 5 8 3 3 5 7 4 4 6 7 4 4 6 8 4 4 6 8 5 4 Long Side 9 11 6 6 9 12 7 8 9 12 7 6 9 12 7 6 9 12 7 6 9 12 7 6 9 12 7 6 O TB Short Side 3 4 3 3 3 5 6 3 3 5 7 4 3 5 7 4 4 6 8 4 4 6 8 5 4 0 ..0 V 84" Long Side 10 13 7 7 7 10 13 7 7 10 13 7 7 10 13 7 7 m ;;fA o= O Q Short Side 3 4 3 3 3 5 6 3 3 5 6 4 3 5 6 4 3 m U W y U 114„ Long Side 14 18 10 a o Z , Short Side 3 4 3 31 Q EXAMPLE 1:FOR WINDOW COMBINATION SHOWN BELOW;3/16"TEMPERED GLASS,1/4" W ZN rn MASONRY ANCHORS INTO CONCRETE,+/-55 PSF DP REQUIRED,NO ANCHOR PLATE 10 0" 0 a 4" p X4 �4"� � 4" I "�4"r- _�Mo a W Z 0 0 ENT ANCHORS(SEE SEPERATE NOA): j FIXED CASEMENT ANCHORS: o 0 M TABLE 12,ANCHORS C&D ALLOW A DP OF+701-90. A)FROM TABLE 11,ALL ANCHORS ALLOW A DP OF+701-90. o Z W THE JAMB,FROM TABLE 3,ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE / B)FOR THE JAMB,FROM TABLE 3,ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE 10.6" / :D AND DOES NOT REQUIRE THE ANCHOR PLATE. / 13.25" DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE. M TABLE 2,6 ANCHORS ARE REQUIRED IN EACH JAMB. \ -- - C)FROM TABLE 28,5 ANCHORS ARE REQUIRED IN EACH JAMB. 61. LARLY,2 ANCHORS ARE REQUIRED IN THE HEAD&SILL. \ / - D)SIMILARLY,3 ANCHORS ARE REQUIRED IN THE HEAD&SILL. RIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. - - E)DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. /� {( RULES ON SHEETS 2&3,INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY \ i F)PER RULES ON SHEET 2,INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY ® fall iIOE OF THE AWNING(HEAD&SILL). 4" _ 4" TUBE SIDE OF THE FIXED CASEMENT(HEAD&SILL). �-- 25" ..__.�20" - 48" A.LYNN MILLER,P.E. P.E.H 58705 FOR GLASS TYPES: PRODUCT REVISED 1} 118"Annealed complying with On.,Fhmdda building Code 4t 2} 118"Tempered 'A' "pmncuNo -Oro"1�.2D Design Pressure(psi)for Single Windows,All Aroho GawpsDme SW Side T 8j• ruder 23' 2&1&16• 27.3x4' 33.112 37• 44' 48-IM 53.118• 58• 1. LONG Miami ade 3'c4ilu61 of 23" +/-79.6 .1-71.5 +/•67.9 +/-60.6 +1.57.7 +1.53SHORT.8 +!•522 +/-49.9 +/-46.8 t1-44.5 SIDE SIDE 16t1G +1.71,5 +1-70.5 +1-662 +1-57.6 +/-54,3 +/-50 +/-48.2 +1-43.8 +/-39A +1-36.2 3T +1.67.7 a1-64.3 +/-52.7 +l-49.9 #49.4 +/-427 +!•40.1 +/-36 +1-36,3 ./-33.2 44" +/-53.9 +1-50 +x•43.1 +1.44.1 +/-42.7 +1-41.6 +1.38.2 LONG { SHORT .4 'w �•1l4' -522 +/•48.2 +1.46.3 .1.41.8 +1.40.1 -1-38.2 N-35.2 SIDE l-"1 SIDE HTI +1.49.9 +/•43.8 +1-42.9 +1.39.9 +1-38 5B' H-46.9 +1-39.4 +A 38.1 +1.37.9 +1.36.3 1)SEE SHEETS 1,4&5 FOR WINDOW ANCHOR Z 53' +1-44.5 +r-36.2 +x•33.8 +/-33.6 -1-332 LOCATIONS AND QUANTITIES. LL 78• +/-49.7 +/-39.9 +1-27.4 2)TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY �C? 84' -1-39.4 +1-29.3 +1-25.5 OR HORIZONTALLY AS SHOWN. Q (0 0 l O Z o 5 o J L7 Design Pressure(psf)for Windows Atfsohed to a Frame Assembly Tube .o 0 LL Windnw Dtmension'A" O under 23' 25.15116' 27.3/4' 33.12' 1 37' 44" 411.1/4• 631/8" SS83• � z CO Anchor Anchor Anchor Anotor Anchor Anchor Anchor Arctor Anchor AnchorGroup Group Group Group Group Group Group Group Group Group up w > a; AB All Ail A8 All All A8 All All A,C&D 6 > ler 23' t70/•79.6 +701.71.5 +1-87.9 +/40.8 7 5 2 +/49.8 +/46.9 N44.5 *143.6 q, iQ z 45116" +701.71.5 +701-705 -156.2 -1S7.6 +/-54.3 +/5 +/48.2 +143.8 +1594 -/J8.2 +1-36.2 w 3T +1-57.7 +154.3 +152.7 0-49.9 +/49.4 +1.427 +1.40.1 +138 +136.3 ./33.2 +1-33,2 44' .1-539 450 +1.48.1 +x44.1 +x.427 +141.6 +7,98.2 W W 11/4• -/52.2 +f48.2 +1.46.3 +/41.8 +I-40.1 +148.2 +1-35.2 1 d � O 3•va• -x49.9 +r43.e -1429 +r3ss +/MZ U d 68' 8.8 tl-39.4 +138.1 .437.8 +/.38.3 ' 83" +144.5 +1382 +x33.8 +/-33.8 +1332 O o 0 'u Q +/-27.4 a °ham .a- L11 U W v X d NINDOWS WIDTH AND HEIGHT MAYBE INVERTED. z o od (y H w � n 4�mN N FIGURE FOR HORIZONTAL FRAME ASSEMBLY TUBE FIGURE FOR VERTICAL FRAME ASSEMBLY TUBE Jo x W = FRAME Z,70+- M 10" _ FRAME WINDOW SEE SHEETS 1,4&5 tom. SEE SHEETS 1,4&5 FOR -ASSEMBLY FOR WINDOW ANCHOR ;-•kr+ 0 0 - MAX. ASSEMBLY WINDOW ANCHOR DIMENSION o 0 0 TUBE LOCATIONS AND .B. LOCATIONS AND o n o WINDOW QUANTITIES.SEE SHEET T 10•MAX QUANTITIES.SEE SHEET ro Z L U DIMENSION 3 FOR ANY ADDITIONAL T 3 FOR ANY ADDITIONAL W, ANCHORS REQUIRED ANCHORS REQUIRED FOR THE FRAMEFOR THE FRAME ADDITIO ADDITIONAL ASSEMBLY TUBENAL WINDOW . ( WINDOW ANCHOR ASSEMBLY TUBE. DIMENSION ANCHOR --ri DIMENSION�+-- (4),IF REQ. B' (4),IF REQ. I A" ET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS A,LYNN MILLER,P.E. P.E.#58705 FOR GLASS TYPES: 3)3/16"Annealed PRODUCT REVISED W complying with ttm Florida 5) 1/4"Annealed B" a� ,16 7)9/16" IG: (1/8"An -5/16"Air- 1/8"An) Cxpirutionnue as 8)9/16" IG: (1/8"T-5/16"Air- 1/8"T) By Miami ndc 'uct 6: Design Pressure(psQ for Single Windows.All Anchor Groups I m Short Sid. ice- Z under 23• 2575/16• 27-3r4' 3317 3T 44' 48-1/4• 1-718• `•+6' SHORT LONG - LL er 23• +901-1121 +901-100.7 +90195.7 +1-85.4 .1-81.3 a/•75.8 +1-73.8 +171.8 +!•�.9 -1-68.6 SIDE CD SIDE It 15016' +901-100.7 x901-99.4 +90!93.3 +1-81.1 +/-76.6 +1-70.4 +1.67.9 +/-65.8 a/-64 M-628 �I W IT .1.81.3 +/-76.5 +/.74.3 +1-70.3 +1.69.7 11-60.1 +1-56.5 +/-53.6 -1-51.1 +/.4903 a o Q W +/-75.9 +/-70.4 +1-67.8 +P 621 0-60.1 +1 56.8 +1-53.8 ./-44.6 +1.41.9 +/-40 �- LONG SHORT I r z U -1/4' +/•73.6 +1-67.9 +1.65.2 +1-68.9 +1-56.5 +1-53.8 +1-53.4 +/-43.5 +1-40.8 I SIDE SIDE I� q aQ -116• ./-71.6 -+1-65.8 -1-62.9 +1-56.2 +/-53.5 +1-44.5 +1.43.5 +1-43.2 1 SEE _j ; i8' +1.69.9 +/-64 +/-01 +/-54.1 +/-51.1 +1-41.9 +1-40.8 LOCATIONS ANDTS ,4&5 FOR WINDOW ANCHOR W +/-68.6 +/-s2.e t/-59.8 +1-524 +/-as.3 +/-4D 2)TALEDIM NSIONSMAYB. Z Q +I-65.4 +l-49.3 +/-43.1 +/-39.4 2)TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY ¢ � ~ OR HORIZONTALLY AS SHOWN. DLI, 14• t!-64.9 +1.52.7 .1-45.8 +/-37.86 �--- 0 0 LL o p a-' Q v Lu 0 N ti C14 d Z_ 7: p W � vP F- c Design Pressure(psQ brWlnOrxs Attached toa F2me Assenhy Abe � �00 Z Wlndwa DimenUm"A• (n Lu N uMer 23- 2515116' 27.3'4" 3&1/2 3T 43' 46.114• .53.118' �' 63' _ (/) Anchor Anchor Anchor gnchtrGetup Anchor Group ArchOrGrocp AnSharGroup ArcrorGroup ArchorGrIX¢ Anchor Grob Y LL! LLJ Group Group Group d < All Ali All A,CBD B A,CBD B &CBD B A B CAD A B CAD A 8 CAD A B CAD Q er23' +74.90 +70/90 +701-90 +701-85.4 +701-621 +7D/-81.3 +7474.3 +701.769 +1-62.5 +701-72.7 +1569 +7G'-73.6 +l-66.1 +151.8 +7Dl-71.6 +/-60.5 01-07,4 +189.9 +155.7 +1-03.6 H88fi O z V 15116' +70190 +701-90 +701-90 +70151.1 +70191.1 +70/-76.5 +7d-76.5 +7G'-7Q4 +701-70.4 +184.4 +1.67.9 +157.9 +/44.6 +155.8 +1558 +153.6 +Ib4 .184 +149.3 +/526 +1-626 3T +70/51.3 +7476.5 +7(Y-743 +70170.3 +701-70.3 0189.7 +159.7 +1-60.1 +1-0.1 +/56.5 +/56.5 .156.5 +153.5 +1535 .1535 +151.1 +/51.1 +151.1 +1-49.3 +/49.3 +/•49.3 m m Q �a(n LL.I m(� ME 44' +Tit-75.9 a70/-70.4 +187.8 .1521 +1527 +180.1 +/80.1 +1-58.6 +1-56.6 -153.8 +153.8 +1 .8 ./-44.5 .144.5 +144.5 .1-01.9 +141.9 +141.9 +/-00 +/-40 -140 _ N LJ,f _X _ a/4' +701-73.6 +/-679 +185.2 +/-58.9 +158.9 +1565 +156.5 +153.8 +/53.8 -153.4 +153.4 +/53.4 .1-43.5 ./-035 +I-03.5 +140.6 +/-40.6 +/40.6 y ° p Q r� a o -116- +701-71.6 +1858 +1529 +156.2 +/56.2 +7535 +153.5 +1-04.5 +144.5 +1-43.5 +1-03.5 ./-73.5 +1-43.2 +1-83.2 a/-03.2 5B' +1.69.9 +1.64 +151 +1-54.1 +154.1 -151.7 +/51.1 +1-41.9 +141.9 .1-40.6 +140.6 +140.6 63• +188.6 +/826 +1586 +/52.4 +1524 +1.49.3 +1-09.3 +140 + 76' +1-83 +155.4 +149.3 +/43.1 +/-031 +158.4 +139.4 �- ® it^ N UPON N 84 +154.9 .1527 +145.8 +137.8 .187.8 VINDOW'S WIDTH AND HEIGHT MAY BE INVERTED, o FIGURE FOR HORIZONTAL FRAME ASSEMBLY TUBE _ m vi a U Z FIGURE FOR VERTICAL FRAME ASSEMBLY TUBE w o 0 0 0 0 z z FRAME SEE SHEETS 1,4&5 FOR WINDOW ASSEMBLY SEE SHEETS 1,4&5 cwi MAX ASSEMBLY WINDOW ANCHOR DIMENSION TUBE I FOR WINDOW ANCHOR TUBE LOCATIONS AND "B' i LOCATIONS AND WINDOW QUANTITIES.SEE SHEEP T QUANTITIES.--10'MLLAX 33 FORANY ADDITIONAL T DIMENSION 3 FOR ANY ADDITIONAL T ANCHORS REQUIRED _ 'A" ANCHORS REQUIRED FOR THE FRAME r, FOR THE FRAME ADDITIONAL ASSEMBLYTUBE. �� WINDOW ADDITIONAL ASSEMBLYTUBE. I WINDOW ANCHOR DIMENSION�- ANCHOR DIMENSION (4),IF REQ, 'B" (4),IF REQ. I •A^ A LYNN MILLER.P.E. :T 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS P.E.#58705 FOR GLASS TYPES: PRODU9)7/8" IG: (3/16"An- 1/2"Air-3/16"An) s,c np `ngwi;tauslc4ian Builaenq Cafe �fo'O4C�"LNo t1n� E'16PiratWn Dace .o 8: Design Pressure(psO for Single Wuelmvs,All Anchor Groups I tSy Shod Side _yL_ � hfi• o -.Prr,'ux-1. uder23" 25715116' 36' 48" 53-118' Sg' 60' 63" 1-1 66-13(16' a LONG - 1a23' +901 " +901-150 +BOl-139.3 +901-124.7 +901-121 +901-118.3 +901-117.3 +90!•118 +9N-115.2 +901-114.6 SHORT SIDE SIDE m 15118' +901-150 +9d•150 +901-131.4 +801-115.2 +gp1-111.2 a9d-106.2 +901-1072 +901-105.6 +901.105 +901-101.3 � 35' +901441.2 +901-133.5 +901-121.2 +90/-98 +901-929 +/-89.2 +/-67.9 +/-86.2 +185.2 +184.4 '(� 83" +901-116 +801.105.8 +1-84.8 +/-73.4 +/-70.9 +/-69.6 +1-69.4 +1-69 +1.67.1 +1-65.2 T LONG I SHORT LL 13116' +901-114.5 +964-104.3 +1-829 +1-70.9 +1-68.1 +1-68.4 +1-65.9 +/-65.2 +/-63.5 +1-62 I SIDE -�-1 SIDE O Sr +90/-114.1 +901-103.8 +/-824 +1-70.2 +1.67.3 +1-65,5 +1 65 +/-842 +1-62.4 1)SEE SHEETS I,4&5 FOR WINDOW ANCHOR W 70' +9N-113.4 +g0/-103.2 +/-79.9 +1-69.1 +1-68.1 +1-64.2 +1-63.6 +1-624 LOCATIONS AND QUANTITIES. a z 74' +90f-1123 +90/-101.9 +/-73.9 +1-67.2 +1-64 +1-61.8 +/-61.1 2)TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY t ZU 76' +801_111.7 +801-101.3 +/-72.1 +1.68.4 +7-63.1 +/-6D.S OR HORIZONTALLY AS SHOWN. 64' +901-109.9 +901-99.4 +1_65.5 +1-589 +1-57.7 z Q o Q W O 9: o Design Pressm(psq for Windows A(lached to a Frame Assembly Tube ' 0 � w LL O Window Dimension"A" W O v 00 nAA 48' S3-178' 58' ' 83' N azArohor Gmup Ahor Group AnctmrGroup Anchor Gmup AnctwGroup Arwhor Gmup - (np DO A,CBD B A B C&D A B CBD A M8 +701-89.2 C D A B C D A B C D 6 I.,23" +701-90 +701.00 +70/-90 +701.76.3 +701-73.1 +/-57.3 +701-90 +/f£ +151.7 +701-90 +/$0.5 -87.8 +701.90 +F5B.5 +7-05.8 +701-94.7 +70%9D +155.7 +1.416 +701-90.7 +701-89.5 0 '6 O4; i1i DO z N z 15116- +701.90 +70/-90 +70/-86.4 +701-90 +1.64.8 +701-90 +70/-90 +/-58.5 +701-90 +70/-90 +/-63.6 01-90 +70/-90 +/-51.8 +70/-81.2 +701.90 +70%90 +1.49.3 +701-77.3 +70/-90 +70/-90 W 3S +701-90 +701-90 +70/•90 +70/-90 +70!-BO +70/-90 +701-90 +70/-90 +70184.9 +701-90 +70/-89.2 0159.2 +70/-89.2 +701.87.9 +701-75.2 +701.87.9 +70/-87.9 +70/-86.2 +70/-71.6 +70/$6.2 +70156.2 U)63' +701-90 +707-90 +701-84.8 +70154.6 +70t-73.4 +701-73.1 +701-73.4 +701-70.9 +1-66.1 +701-70.9 +156.2 /59.6 +159.6 +1.d +/58.5 +159.4 +159.4 +151 +155.7 +/89 +159 YLU LL( 13416- +70/-90 +701-90 +707529 +701529 +701-70.9 +159 +7d-70.9 +158.1 +1523 +158.1 +156.4 /.66.4 +1-66.4 +1-6&9 +155.2 +155.9 +155.9 +155.2 +1525 +/552 +/852 U)68' +701-90 +701-90 +70152.4 +701524 +701-70.2 +/57.8 +704-702 +157.3 +181.2 +/-67.3 +155.5 /55.6 +186,5 +185 +/54.2 +155 +155 +154.2 +/57.8 +184.2 +11.4.270' +701-90 +701-90 +701-79.9 +701.79.9 +189.1 +155.8 +159.1 +156.1 +1.59.5 +1.68.1 +154.2 54.2 +P6x12 +/83.6 +1-627 +153.8 +183.6 +1524 +150.1 +/1.24 H52.4 O Z (•� 00 74' +701-90 +701-90 +70/-73.9 +701-73.9 +/57.2 +157.2 +157.2 +154 +/-64 +154 +151.8 +/58.9 +181.8 +151.8 +151.1 +/56.9 +/81.1 0-61.1 � () 76' +701-90 1 +70'-90 +701-721 +701-721 +/86.4 +156.4 +156.4 +183.1 +1526 +/83.1 +180.8 +157.3 +150.8 +180.8 i m''O n(n Lu \(� 84' +70/-90 +70150 +155.5 +7.65.5 +158.9 +/-66.9 +158.9 +/-57.7 +1-56.8 +l-57.7 _ ; m W v x VINDOWS WIDTH AND HEIGHT MAY BE INVERTED. I- r m O1 FIGURE FOR HORIZONTAL FRAME ASSEMBLY TUBE n N =6t kjl��FIGURE FOR VERTICAL FRAMEASSEMBLYTUBE �- FRAME =cwi 5 i0„ L FRAME SEE SHEETS 1,4&5 FOR WINDOW ASSEMBLY SEE SHEETS 1,4&5 a Y o MAX. I - ASSEMBLY yy1NDOW ANCHOR DIMENSION I TU FOR WINDOW ANCHOR o O TUBE 'B' i LOCATIONS AND r z z rr LOCATIONS AND QUANTITIES.SEE SHEET u WINDOW QUANTITIES.SEE SHEET T 10 3 FOR ANY ADDITIONAL DIMENSION 3 FOR ANY ADDITIONAL T ANCHORS REQUIRED "q• ANCHORS REQUIRED FOR THE FRAME FOR THE FRAME ADDITIONAL ASSEMBLY TUBE. --^, WINDOW ADDITIONAL ASSEMBLY TUBE. I WINDOW ANCHOR DIMENSION ANCHOR DIMENSION (4),IF REQ. (4),IF REQ. "A• A.LYNN MILLER,P.E. P. ET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS58705 . FOR GLASS TYPES: 4)3/16°T PRODucrItrwisED as complying wish ti:e Florida 6) 1/4"T Awcpta code 16-a(v2q,1b l+cl:eprencc hb_ 10) 7/8" IG: (3/16"T- 1/2"Air-3/16"T) •'pint an Date• By mi alq Dade pro�d`.10 un 10: J Design Pressure(mfor Single Widows,All Anchor Groups ShortSide m under 23 2515/16' 29' 31-1/2' 34' 40' 54' 1 69• ey 67-1/7 LONG SHORT .r23• +90/-150 +Ba-150 +90/-150 ,901-150 .901.150 +90/-150 +901-150 +901-150 0/901•159 «ea-150 SIDE SIDE Z 5116' +90/-150 +90/-150 +90/-150 +901-150 +90/.150 +OW-150 +Da-150 +901-150 +90/-150 +9x•150 ILL J' +90/-150 +9x-150 +901-150 +901-150 +9x•150 «901-150 +901-150 +9D/-150 +9x-150 +901-141.7 T O 412' +90/-150 +9x-150 +90/-150 +901-150 +9x-150 «90/-150 +90/-147 «90/-1429 +90/.141,7 ,9x-134.5 } LONG I SHORT w 2' +90/-150 +90/-150 +9x-150 +90/-150 +901-150 +9x-750 +90/-141.1 +90/-136.1 +90/-134.4 I SIDE -'I SIDE Z +90/-150 +90/-150 +90/-150 +901-150 +90/-150 +90/-150 +901-138.8 +90/-131.2 r U 4• +90/.150 +90/-150 +901-150 +901-150 +9x-150 +90/-133.4 +901-127.2 1j SEE SHEETS 1,4&5 FOR WINDOW ANCHOR 14• +901150 +90/-150 +90/-150 +901-150 +901-131.8 +901-96.6 LOCATIONS AND QUANTITIES. 2)TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY 2 34" +90/-150 +9x•150 +90/-150 +901-150 +9x-124.1 z Q o OR HORIZONTALLY AS SHOWN. 95" +90/-150 ,90/-150 0/901-150 +901-149 UJ � W o Q � U :O 11: s Design Pressure(psi)for Windows Attached to a Frame Assembly Tube w Q O Window Dimension'A' .� Q. z � co lmder23• 2`-15116• 29' 31-112• 34• 401 54• 60• 63" - O LU ?j r, Anchor Anchor Anchor Anchor Group Anchor Gawp Anchor Group Anchor Group Anchor Group Anchor Group m DO W )- Z Group Group Group '6 0°O Z r^ An A0 All A,C&D I B A.0&D B A 8 I C&D A 0 I C&D A e I C D A B C D (n W or 231 +70/•90 -70/-90 +701-90 +701-00 +70/97.4 +70/-90 +701-80.8 +701-87.7 +/E8.7 «70/-90 +/E5 +150.9 +701-90 +158.5 +/A5.8 +701.84.7 +70/-90 A55.7 +/.43.6 +70/-80.7 +70/-89.5 U) 15176" +701-9D +70/-90 +70/-90 +70/-90 +70/-90 +701-90 +70/-90 +70/-77.7 +70/-00 +70/-90 N-57.6 +701-90 +701-90 +/-51.8 +70/-81.2 +701.90 +70/-90 +149.3 +70f-77.3 +701-90 +701-90 Y L(J w i3" +701-90 +70/-90 +70/-90 +70/-90 +701-90 +701-90 +701-90 +70/-90 +701-90 +70/-90 +701-DO +70/-9D +70/.90 +70/.90 +70/-90 +701-90 +70/-90 +701SD +701.90 +70/-90 +70/-90 (n a (n .11T +791.90 +70/50 +701-90 +701.00 +701-90 +701-9D +701-90 +70/-90 +701-90 +701-9D +70/-90 +7x-90 +70/90 +70/.90 .70150 +70/-90 +70/-90 +7x-90 +70/-90 +70/30 +70/-90 O '2' ,701-9D +70/-90 +701.90 +701-90 .70/-90 +701.90 +70130 +70/-90 +70/-90 .7x3D +701-90 «701.90 .70/-90 +70/90 .701-90 +701-90 +70130 +70190 +7x.90 +70/-90 +701-90 O Z U '6' ,707-90 .70/-90 .70/-90 +70190 +70/-90 +701-90 +70/80 +701-90 +70/30 .701-9D +701.90 +701-90 -701-90 +70/-90 .70/-90 .70/30 +70/-90 - �: �_ b' +70/-90 .7x•so +70/-90 +70/.90 +701-90 +701-90 «70/-90 +701-90 +70/-90 .70/-90 +701-90 +701-W +70/-90 m mx O &(n w U 14' +70/.90 «70/-90 +70/-90 .70190 +70/-90 1 +70/-90 +70/-90 +70190 +70/-90 +701-90 a y Lu x 34' +70/-s9 +70/-90 .79190 +70/90 .7m•90 «7o/-sg +701-99 LL rn 45' +70/90 r7a•90 +701-90 +70/90 +70190 11NDOWS WIDTH AND HEIGHT MAY BE INVERTED. j a FIGURE FOR HORIZONTAL FRAME ASSEMBLY TUBE o4^J = FIGURE FOR VERTICAL FRAME ASSEMBLY TUBE o x r� r m FRAME _� _ a 1p• FRAME SEE SHEETS 1,4&5 FOR WINDOW ASSEMBLY SEE SHEETS 1,4&5 w w '� I` MAX. ASSEMBLY DIMENSION TUBE FOR WINDOW ANCHOR r>a Y O TUBE WINDOWANCHOR •B" LOCATIONSAND o o w LOCATIONS AND - - QUANTITIES.SEE SHEET U QUANTITIES.SEE SHEET 10"MAX. --- WINDOW _ 3 FOR ANY ADDITIONAL DIMENSION 3 FOR ANY ADDITIONAL T ANCHORS REQUIRED .. •A• ANCHORS REQUIRED I FOR THE FRAME FOR THE FRAME ADDITIONAL ASSEMBLY TUBE. -� WINDOW ADDITIONAL ASSEMBLYTUBE. WINDOW I ANCHOR DIMENSION�- ANCHOR --�DIMENSION (4),IF REQ. 'B' (4),IF REQ. "A" . A.LYNN MILLER.P.E. T 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS P.E.#58705 10 ALUMINUM SILICONE HOT-MELTBUTYL REINFORCEMENT POLYISO- DESICCANT FILL AREA STRUCTURAL BUTYLENE SILICONE 5/16"NOM. SEAL 5/16'NOM. STRUCTURAL 3116"NOM. POLYISOBUTYLEN 1/4"NOM. FOAM BUTYL& SILICONE SEAL ASSEMBLY DETAILS WITH DESICCANT WITH DESICCANT ROLL-FORMED DESICCANT FOAM STAINLESS STEEL \� EXT.GLASS EXT.GLASS EXT.GLASS- ; \ EXT.GLASS 1 f OINT.GLASS INT.GLASS INT.GLASS INT.GLASS 1 4 ; 7s KODISPACE la SUPER 77 DURASEAL@ 78 XL EDGE'" \ \ 4SG TPS SPACER NXTT"' SPACER SPACER e 3.545' --�1.124" �— \ AS REQUIRED .125" M 2 PER TABLE 3, .062" 993' INTERIOR SHEET 4 NOM. 040 1.356' 2 203" 2.701" .439" .289' J � „ �� " .093'—A � .062" 28 .095 T— 9 f �— 2.784" TABLE 16: .093" Item Dwg ti Description MatFRAME HEAD, INST.HOLE COVER ANCHOR PLATE ADDON FLANGE FRAME 1 lots Main Frame Head,SIII&lambs 606376 Alum. SILL&JAMB O #7007,6063-T6 O #7071,6063-T6 70 #134,6063-T6 71 ASSEMBLY TUBE 10 2 7071 Anchor Plate 6063T6 Alum. #7005,6063-T6 #7004,6063-T6 3 7007 Installation Hole Cover 6063-T6 Mum. 4 7010 Frame Comer Key Steel 6 7078 Frame Gasket Vinyl Foam ,,11 706" L�1 I+ .172" —�{.845" .523• -i- 10 7655 Fixed Frame Hole PlugPVC X11 .050" 32 1713 Setting Block 32"x 3/16'x 1 4" EPDM .050" .050• 33 1714 B 6063-T6 Alum. Setting Block 5/3e"%1-7 16"x 1- 4" E _615' •865" IT .865" .870" ,050" ! 34 7037 Bead A L4 I I 35 7036 Bead B 606376 Alum. 7 Y� .569" 36 7D42 Bead C 6063TB Alum. 37 059 Bead D 6083 T6 Alum. 7BEAD A BEAD B BEAD C BEAD D i 38 1224 Vinyl Bulb Wstp(Thick) Flex PVC 70 34 #7037,6063-T6 35 #7036,6063-T6 36 #7042,6063-T6 37 #7059,6063-T6 1 39 1225 Vinyl Bulb Wstp(Thin) Flex PVC 70 d PRODUCT s11REVISED 50 Dow 899 SiliconBadkbedding I 606376 Alum. as cvrnptY,�e$wcth�Fi�rcta 70 134 Add-on Flange B4,li-g ft N `(o-p(pSq 12D 71 7004 Casement Frame Asst'Tube 6N3-T6 Alum. Accepieaco No i Stainless Steel Revised B Dale: Revision B: Exptrat pale 86 p6X 1-1/2"Quad Pn SMS Stainless Steel y 90 #22 x 1"Ph.Pn.TEK Stainless Steel ADDED SPACERS TO THIS By JR 05/05/16 SHEET. uct Can ! Munn Dade prxrl Revised By: Dote: Revision A: Part# Description Material 75 Kommerling 4SG TPS Spacer System ® Description: Drown By: 76 Quanex Super Spacer tilCT with Hot Melt Butyl See this �f BOM AND EXTRUSIONS J ROSOWSKI 77 Cluanex Dureseal Spacer sheet forMaterials 070 TECHNOLOGY DRIVE TRte: Dote: ± 78 Cardinal XL Edge Spacer N. VENICE, FL 34275 FIXED CASEMENT WINDOW DETAILS-NI 08/08/12 i P P.O. BOX 1529 < REFERENCE TEST REPORTS:FfL$717,8968&8970 :. NOKOMIS, FL 34274 Series/Model: Score: Sheet: browing No. Rev: A..LYNN MILLER P.E. CERT. OF AUTH. #29296 CA-640 NTS 10 OF 10 MD-CA640F-NI B j P.E.#58705 3 3 IMIAMI•DADE o MIAMI-DARE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.2ovleconemy 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-220"Aluminum Fixed Window—N.I. APPROVAL DOCUMENT: Drawing No.MD-PW220-01 titled"Fixed Window Installation Guidelines", sheets 1 through 8 of 8, dated 04/01/11, with revision C dated 04/22/16,prepared by manufacturer, signed and sealed by Anthony Lynn Miller, Y.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:None. 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 fled 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 NOAH 15-0609.08 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.16-0505.03 MIAMu!DADS COUNTY Expiration Date: August 18,2021 Approval Date: June 16,2016 PON ��4 Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 11-0509.02) 2. Drawing No.MD-PW220-01 titled"Fixed Window Installation Guidelines",sheets 1 through 8 of 8,dated 04/01/11,with revision C dated 04/22/16,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked-up drawings and. installation diagram of an aluminum fixed window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-6482,dated 03/24/11, signed and sealed by Marlin D.Brinson,P.E. (Submitted under NOA No. 11-0509.02) C. CALCULATIONS 1.. Anchor verification calculations and structural analysis,complying with FBC-5th Edition (2014), dated 05/29/15,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. 15-0609.08) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. . None. Manuel PerpwT E. Product Control F&nihner NOA No.1 5.03 Expiration Date: August 18,2021 Approval Date: June 16,2016 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-511 Edition (2014), dated May 2,2016,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated May 2, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 3. Laboratory compliance letter for Test Report No.FTL-6482,issued by Fenestration Testing Laboratory,Inc., dated 03/24/11,signed and sealed by Marlin D.Brinson,P.E. (Submitted under NOA No. 11-0509.02) G. OTHERS 1. Notice of Acceptance No. 15-0609.08,issued to PGT Industries,Inc. for their Series "PW-220"Aluminum Fixed Window-N.I.,approved on 08/13/15 and expiring on 08/18/16. Manuel Pera4m Product Controlxa ner NOA No.1 - 5.03 Expiration Date: August 18,2021 Approval Date: June 16,2016 E-2 SAL NOTES:SERIES 220 NON-IMPACT FIXED WINDOW 61'TIP-TO-TIP WIDTH — aRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, 60"BUCK WIDTH NG THE HIGH VELOCITY HURRICANE ZONE(HVHZ). _ 58-5116" 60"BUCK WIDTH 5116, TERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. VISIBLE LIGHT WIDTH 16" VISIBLE LIGHT I 58-GHT WIDTH MSONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. 6 MAX. B Ii MAX.O.C. 4"MAX. —�{ D 4LS'USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE N.KSI PER ANCHOR TYPE,SEE TABLE 3,SHEET 3. C C INRY ANCHORS MAYBE USED INTO WOOD AS PER TABLE 1,SHEET 6.ALL WOOD BUCKS LESS THAN 1-lit"THICK ARE TO A A SIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD _ J _ _ )EPICTED AS 2X ARE 1-112"THICK OR GREATER. 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY 96" 'ER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR BUCK ECT OF RECORD. T HEIGHT 5'MAX.O.C. TEMPERED GLASS 945/16" OR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT 94-5116' VISIBLE AS SPECIFIED ON TABLE 3&4,SHEET 3&4.NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. 16°MAX VISIBLE LIGHT HEIGHT ATION ANCHORS SHOULD BE SEALED.OVERALL SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF / LIGHT / ATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. HEIGHT 97" 96" TIP-TO � BUCK i ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS TIP W MAX.O.C., I HEIGHT E OF TRANSFERRING APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS HEIGHT ANNEAL---E��D GL---ASS D ON THEM BY THE WINDOW. ,N PRESSURES: ILI. �TIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM E1300. FIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL TEST PRESSURE,FRAME ANALYSIS AND GLASS 6. B I —D iM E1300. MAX 4"MAX' I _ 8"MAX.O.C.,ANNEALED GLASS 5"MAX.O.C.,TEMPERED GLASS ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WIN DLOADS CORRESPONDING TO THE REQUIRED PRESSURE.THE 33 113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD TYP. FLANGED FRAME ELEVATION TYP. INTEGRAL FIN FRAME ELEVATION DN FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH TESTED UNIT (TESTED UNIT) DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. RENCES:TEST REPORTS FTL-6482;ULTRACON NOA; ELCO CRETEFLEX NOA:ANSIlAF&PA NDS FOR WOOD CONSTRUCTION GUIDE TO TABLES: M ALUMINUM DESIGN MANUAL. WINDOW GLASS DP O.C. I DESIGN PRESSURE RATING IMPACT RATING SHAPE TYPE TABLE TABLE VARIES, NOT RATED FOR 220 SERIES FIXED WINDOW WAS FORMERLY KNOWN AS THE 6000 SERIES(FLANGE FRAME)OR 6001 SERIES(FIN FRAME). SQUARE OR SEE SHEET 2 IMPACT RESISTANCE RECTANGULAR ANNEALED 1 5 HAPES AS SHOWN BELOW OR SIMILAR,MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK SQUARE OR GUIDE TO SHEETS: NO OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEET 2. RECTANGULAR TEMPERED 2 6 ARCHITECTURAL( GENERAL NOTES........................1 F+ WIDTH--I ff WIDTH+{ I+WIDTH �{ SHAPE ANNEALED 1 7 ELEVATIONS...ILS.......................1 — WIDTH ---"-I GLAZING DETAILS.......................2 r T ARCHITECTURI TEMPERED 2 8 DESIGN PRESSURES..................2 SHAPE INSTALLATION,INTEGRAL FIN...4 = STANDARDS USED: ANCHOR SPACING,TEMP..........6 •2014 FLORIDA BUILDING CODE(FBC),5TH EDITION -ASTM E1300-09 ANCHOR SPACING,SHAPES......7 •ANSIlAF&PA NDS-2012 FOR WOOD CONSTRUCTION CORNER ASSEMBLY...................8 �-WIDTH�•I F"� WIDTH-•-! EXTRUSION PROFILES................8 •ALUMINUM DESIGN MANUAL,ADM-2010 PRODUCT REVISED — WIDTH-- I-- WIDTH--^i T� - .� •AISI-S700.07lS2-2010 PARTS ................................... !ss complying with ePlotida 7' R I the Btcce ttasircc:No I •05. 21 _ U 2 /� ,,,�'- I• \I //� Revised By. Date: Revision: w w : w 04/22/16 ADDED IG SPACERS g� !- Revised W. Date: Revision: hofitcl 3 Tax Olde WIDTH f+ --1 WIDTH I+ - �l:;. uT :• j IF, Description: Drown By. Ir--- WIDTH—r L L S a 6 GENERAL NOTES& ELEVATION J ROSOWSKI 2 � ' S4YTcU' t' /.' V Data: w ��;�•;,,'•. -�� 1070 TECHNOLOGY DRIVE Tito: t- = WIDTH —i ..,,' •,ol:,.• `',.; N. VENICE, FL 34275 FIXED WINDOW INSTALLATION GUIDELINES 4/01/11 P.O. BOX 1529 i - '�•• NOKOMIS; FL 34274 SerieslMcdeh scale: Sheaf: Gnawing No. Rev. I) A.LYNN.#587 5 P.E. CERT. OF AUTH. (29296 PW-220 NTS 1 OF 8 M 9 W220-01 C --- P.E.#58705 E1: Design Pressure(psf)for all Frame Types Glass:3/16"ort/4"Annealed Glass,Monolithicorinsulated Frame:All Frame Shapes PRODUCTRGVISED NOTE zs complying with the Florida I Side Qn)a 53.665 55 57 60 62 65 68 72 75 811 84 90 96 102 110 120 130 144 145 Building Code 1)TIP-TO-TIP DIMENSIONS FOR Acccpt8ncc N13�o' 19 +- 4.2 +1-73.14K+1-70.4 N7� +l-72.1 +1-71.5 +1-71.0 +1.70.4 +- 9. +-69.3 *f-68.9 +1.68.3 */•87.8 +1-67. T1-66.9 +/-66.3 +1- .9 +- .4 +/-65.4 FLANGE WINDOWS SHOWN.FOR FIN P.xpiration Da20 +/-71.3 +1.70.9 +1-69,2 +1-68.6 +/-68.0 +!•67.4 +1-67.0 +/-66.3 +/-65.9 +/•65.3 +/-64.8 +/-64.3 +/.63.8 +/-63.3 +/-62.9 +1.62,4WINDOWS OR BUCK DIMENSIONS, //,,22 +7.66,4 +1.65.9 +/-64.1 +1-63.5 +1.62.9 r/-62.3 +f-61.8 +/-61.2 +/-60.7 +!-60.1 +1.59.6 +1-59.1 +/-58.6 +/-58.1 +1-57.6 SUBTRACT1". V2462.3 +/-61.9 +/-60.0 +/-59.3 +1.56.7 +/-58.0 +/-57.6 +/-56.9 +1-56.4 +l-55.8 +1.55.3 +/-541.8 +/-54.1 +/-62.7s ¢dpro26 +(-58.9 r/-58.5 +/-56.5 +1-55.8 +/•55.2 +/-53.4 +1-525 +/-60.9 +1.49.9 +1.48.4 +/-47.5 +l-46.7 +!-45.6 28 +/•56.1 +f-55.6 +1-53.5 +/•51.5 +/-49.5 +/-47.6 +/-46.6 +/•44.4 +1-43.2 +/-41.5 +/-40.6 +/-39.9 30 +1-53.2 . +/-50.6 +l-47.8 +/-45.5 +l-42.7 +1-41.6 +/-39.9 +1-38.8 +/-37.1 32 +/-51.7 +1-51,2 +/-50.4 +1-49.5 +1-48.7 +1-45.9 +/-42.8 +/-40.4 N-39.2 +/-37.0 +!-35.4 +/-33.2 34 -1-50.0 +1.49.4 +1.48.6 +1-47,6 +/-47.0 +1-44.6 +/-41.6 +/-39.3111-37.7 +/-34.9 *112,1, U 3fi +!•48.5 +/-47.9 +/-47.1 +f•46.1 +l-45.4 +1-44.2 +/-41.2 +1.38.8 +1-37.0 +/-33.7 Y � K 38 -/-47.3 +!-46.7 +/-45.8 +1.44.7 +r•44.0 +1-43.2 +/-41.0 +/-38.4 +!-36.6 40 +/•46.3 +l-45.6 +l-44.7 +l-43.5 +/-42.6 +/•41.9 +/.40.8 +l-38.3 O O W O 42 +/-4s.a +1-44.7 +/•43.8 +/-42.5 +/-41.8 +/-40.8 +/_40.0 TABLE DIMENSIONS MAY BE 'C/) �' Z 0 44 +l-44.7 +f-44.0 +!-43.0 +7.41.6 +!-40.9 +/-39.9 c N 46 +/-44.2 +/--- +!-412.1 +/-410.9 +r-4o.1 ORIENTED VERTICALLY OR O J N W 441 +/-413.7 +I-42.e +l-at.e +1-40.3 HORIZONTALLY AS SHOWN. ; Q' ; 50 +/-43.5 +1-42.6 -1-41.3. LONG '� q W 2 52 1-1-43.31+/•42.3fl SIDE a Z) 3 0 63.665 +/-43.31 LONG SIDE - N 0 0 = z E 2: t j 0 CO SHORT __ CO Design Pressure(Pat)for all Frame Typos Glass:3116"ori/4"Tampered Glass,Monolithic or Insulated Framo:All Frame Shapes SIDE I Z ut Q ~ I,L. Side(In)0 75.894 77 80 82 84 87 90 92 96 99 102 106 110 115 120 125 130 137 144 145 y _I SHORT a En En J a 0 39 +/-85.4 +-85.0 +1-83.9 +/-83.3 +-82.6 +- 1. +-81.0 +I-8D.5 +1-79.6 +-79.0 +1-78.5 +1-77.8 +1-7. +1- .8 +1.75.2 +1.74. +/-74.0 +/- 3. +1-7.3 .J- ---�lll SIDE Pol I od < y N 40 +1-84.0 +1-83.6 +1-82.5 +1-81.8 +/.61.2 41-80.3 +1-79.5 +1-79.1 +1-782 +1-77.6 +1-77.0 +l-78.3 +l-75.6 +!-74,9 +(-742 *1-73.7 +f-73.1 +1-72.4 +/-71.8 42 f-81.5 +1-81.0 +/-79.9 +(-79.2 r1-78.8 +1-77.7 +1-76.9 +1-76.4 +1-75.4 +l-74.8 +1.74.2 +1.73.5 +/-72,8 +/-72.1 +/-71.4 +1-70.6 +1-70.3 +l•fi9.6 Cl) 44 +1-79.2 +/-78.7 +1.77.8 -1-76.9 +f-76.2 +1-75.3 +/-74.4 +1-73.9 +1-73.0 +/-72.3 +1.71.7 11-71.0 +1-70.3 +1.69.6 +1-68.9 +/-68.3 +1-67.71 Z $ 46 +!-77.2 -/-76.7 +/-75.5 +/-74.8 +1-74.1 -1-73.1 +1-72.3 +1-71.7 .1-70.8 +/-70.1 +1-69.5 +/-68.7 +1-68.0 -/-67.2 +1-66.6 +/-65.9 z =LONG SIDE �i CD = - «hhP 48 /-75.4 +f•74.9 -1-73.7 +1-72.9 +1-72.2 +/-71.2 +/-70.3 +1-69.8 +/-68.7 +1-68.1 +1-67.4 +1.66.6 +1-65.8 +1-65.2 +/-64.4 -� 07 50 +1-73.8 +1-73.3 +1-72.0 +/-71.2 +/-70.5 -1-69.5 +1.68.5 +1-68.0 +1-65-9 +/-66.2 +1-65.6 +1-64.8 +1-64.1 +1-63.2 N 52 +/-72.41+/-71.9 +1-70.5 +l-69.7 +!-68.9 +1-67.9 +/-66.9 +1-65.3 +1-65.3 +/-64.5 +1-63,9 +1-93.1 +1-62.3 SHORT LONG N w 0 54 +/-71.1 +/-70.6 +1-69.2 +1-68.3 +f-67.5 +/-66.5 +1-65.5 +1-64.91+1-63.81+1-63.01+1-62.3 +/-61.5 SIDE SIDE d a Z O 56 +1-70.0 +1-69,4 +1-68.0 +!•67.1 +/-66.3 +l-65.2 +1-64.2 +1-63.5 +1-62.4 •1-61.6 +1-60.9 $ 0 p° N 58 +/-69.1 +1.68,4 +1-65.9 +l-66.0 +1-65.2 +/-6{.0 +/-63.0 +/-62.3 +1-61.1 +1-60.3 z N 60 +1-68.2 +1.67.6 +1.66.0 +f-65.0 +1-64.2 +/-63.0 +/.61.9 +1-61.2 +1-80.0 �` - 0 � 62 -/-67.5 +/-68.8 +1-65.2 +1-64.2 -1-63.3 +/-62.0 +/-60.9 +!-60.2 (n LLL d 64 +/-66.9 +1-66.2 +1-64.4 -1-63.4 +1-62.5 -1-61.2 +!-60.0 0 X rn 65 -/.66.3 +1-65.6 +1-63.8 +P 627 +1-61.8 +1-6044 68 +/-65.9 +/-65.2 +1-63.3 +/-622 •/-61.1 -I SHORT 70 +1-65.6 +1-64.8 +1-62.9 +1-61.7 -1 SIDE f �1 72 +!-65.4 +!- 74 +f-65.3 +!-64.A ® o C4 rn 75.894 +1-65.2 O u)M O 1"NOM.GLASS STACK Jo x 2 3/16"OR 1/4"ANNEALED 3/4"NOM.GLASS STACK -�{ _ 3116"OR 1/4"ANNEALED -.-I ( ) J (2)3116"OR 1/4'ANNEALED m LL OR TEMPERED GLASS _I OR TEMPERED GLASS O o OR TEMPERED GLASS 10 d Y s 10 Iud� � �2Z 33/B" OM. 318"NOM. 318"NOM. „al,, 1 2 GLASS BITE 1 2 GLASS-(SITE 1 2 GL�ASS BITE ,�\ i4 `'�"'I I 8 16 10 11 16 16 17 SEE SHEET 8 4-7 SEE SHEET 8 _ sV I.G. GLAZINGA� MONOLITHIC GLAZING DETAIL DETAIL FLANGE OR 3/4"I.G. GLAZING DETAIL f • •_ - - FLANGE OR INTEGRAL FIN FRAME INTEGRAL FIN FRAME FLANGE OR INTEGRAL FIN FRAME (FLANGE FRAME SHOWN) ( ) ( ) r INTEGRAL FIN FRAME SHOWN FLANGE FRAME SHOWN P.E.' ., .:AIL'YNN�tp11Ll-ER,P.E P.E. 58705 \LLATION DETAILS FOR FLANGE FRAMES 2X WOODBUCKSTRIP. SEE NOTE 2,THIS SHEET EDGE DISTANCE — EMBEDMENT TOTAL ANCHOR •,• CONCRETE/CMU PER {I TYP.ANCHOR TYPE,EMBEDMENT 114"MAX CANTILEVER.532" ANCHOR WOOD BUCKSTRIP_\ I� l—AND EDGE DISTANCE PER Imo— SHIM REQUIREMENT OR FRAMING,SEE % SUBSTRATE,SEE TABLE 3,THIS SHEET 1 OTE 2,THIS SHEET EXTERIOR EDGE LATION DISTANCE — ON A EMBEDMENT I q TYP.ANCHOR TYPE,EMBEDMENT LATION - CONCANCHORU PER HOR REQUIREMENT .— --- AND EDGE DISTANCE PER SUBSTRATE,SEE TABLE 3,THIS SHEET GH THE ,METYP.ANCHOR TYPE, j 1/4"MAX EMBEDMENT AND EDGE_V 1 SHIM DISTANCE PER SUBSTRATE, II INSTALLATION SEE TABLE 3,THIS SHEET 7; EDGE OPTION C10NCE INSTALLATION INSTALLATION ANCHOR ON TOP OF 18 OPTION C EXTERIOR VISIBLE LIGHT WIDTH=WINDOW BUCK WIDTH-1-11/16" �— � THE BEADING INSTALLATION (-I WINDOW BUCK WIDTH ANCHOR ON TOP TIP-TO-TIP WINDOW WIDTH EMBEDMENT THE BEADING WINDOW I 17 HORIZONTAL SECTION A-A BUCK HEIGHT 1!4"MAX.SHIM ----- TIP-TO-TIP WINDOW SELF-DRILLING i #12 STEEL TABLE 3: HEIGHT VISIBLE SMS(GS),SEE _ 1 19 TABLE 3,THIS�. -. Anchor Anchor Substrate Min.Edge Min. HEIGHT=LIGHT SHEEP Group Distance Embedment WINDOW 'II �I _— 1/4"410 SS Concrete(min.3.35 ksi) 13!41 1" BUCK II I A CreteFlex Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4" I I INSTALLATION 16 HEIGHT- I� I F 1/4"Steel Ultracon Ungrouted CMU,(ASTM C-90) 1" 1-1/4" 1-1 v1s^ I METHOD E /� INSTALLATION P.T.Southern Pine(SG=.55) 9/151, 13/8" / ANCHOR / B #12 Steel Screw Aluminum,6083•T5 min. 316" 1/81,11 UNDERNEATH (G5) Steel Stud,Gr.33 min. 3!8" 0.0346"(20 Ga) ATION I THE BEADING - A36 Steel 318" 1/8" )NEI I 114'MAX SHIPA MIAMI-DADE APPROVED MULLION 1/,T'410 SS P.T.Southern Pine(SG=.55) 1" 13/8" ,ATION / (SEE SEPERATE NOA),ALUMINUM, EXTERIOR CreteFlex Ungrouted CMU,(ASTM C-90) 2-112" 1-114" f/ STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, D t M P.T.Southern Pine(SG=.55) 1" 1-318" 4EATH ��iii''' TABLE 3,THIS SHEET 1/4"Steel Ullracon AIDING ` �� } 2X WOOD BUCKSTRIP, Concrete(min.2.7 ksi) 1" 13/8" I SEE NOTE 2,THIS SHEET ICONCRETE PER EMBEDMENT .. " ANCHOR REQUIREMENT PRODUCT REVISED • s:complying xith the Fiaride Building Cade • TYP.ANCHOR TYPE,EMBEDMENT `/ atteptmce No I r0-OrJ�.O•�j EDGE AND EDGE DISTANCE PER „r ldi rl.lr` Revised Sy: Date: Rev elon: iraF m l� �ZI DISTANCE `' �;, �O CHANGE THIS SUBSTRATE,SEE TABLE 3,THIS SHEET ��,•11'�.`•:.-.i q.,'•..•.^ JR 04/22/16 f2v- VERTICAL SECTION 13-13r `• Revised By: Date: Revision:SHEET ]Rin Daie prodaz�lml NLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON TABLE 3 OF THIS SHEET.FOLLOW EMBEDMENT AND EDGE • "i7�'J E LIMITS.ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. ® Description: Drown By: 4RY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 3,THIS SHEET.ALL WOOD BUCKS LESS THAN 1-1/2"THICK .j �-�I` - FLANGE FRAME INSTALLATION DETAILS J ROSOWSKI 3E CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. _ 1070 TECHNOLOGY DRIVE title: Date: UYTRANSFER OADSTOTHE STRUCTU ECKS DEPICTED AS 2X ARE 1-112"THICK R WOOD BUCK DESIGN AND NSTALLATIONISTHE RESPONSIBIGREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE LITYOFTHE I;/:•��\ED TO N. VENICE, FL 34275 FIXED WINDOW INSTALLATION GUIDELINES 4/01/11 IR OR ARCHITECT OF RECORD. ,,:; ,,+, KO BOX 1529 -r ` - NOKOMIS, FL 34274 Series/Model: Scale: Sheet: Drawing No. Rev. A.LYNN MILL�Fi,P.E. E LIGHT WIDTH OR HEIGHT(ALSO REFERRED TO AS DAYLIGHT OPENING)IS MEASURED FROM BEADING TO BEADING. p.E.N 58705 CERT. OF AUTH. #29296 PW-220 NTS 3 OF 8 MD-PW220-01 C 4LLATION DETAILS FOR FIN FRAMES EDGE EDGE DISTANCE EDGE DISTANCE EDGE DISTANCE 114"MAX SHIM 1/4"MAX SHIM �— DISTANCE 2X WOOD BUCKSTRIP OR FRAMING, 71111111, 11) ! 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2,SUBSTRATE-APPROPRIATE HORIZONTAL SECTION C-C OSEE NOTE 2,THIS SHEET EMBEDMENTTYP.ANCHOR TYPE, _ 2X WOOD BUCKSTRIP OR EDMENT AND EDGE _ — EDGE FRAMING,SEE NOTE 2, IE PER SUBSTRATE, DISTANCE THIS SHEETINSTALLATION 4BLE 4,THIS SHEET INSTALLATION i 1p 17 1s B OPTION E EXTERIOR EDGE OPTION D EMBEDMENT INSTALLATION DISTANCE ----- -- _--'— INSTALLATION EMBEDMENT I/ ANCHOR(NAIL) -r ------ ANCHOR(SCREW) THROUGH THE FIN THROUGH THE FIN 2 1/4'MAX SHIM 10 ANCHOR TYP.ANCHOR TYPE, R�_ EMBEDMENT AND EDGE t EMBEDMENT AND EDGE EXTERIOR DISTANCE PER SUBSTRATE, I 3 DISTANCE PER SUBSTRATE, SEE TABLE 4,THIS SHEET SEE TABLE 4,THIS SHEET 15 VISIBLE LIGHT WIDTH=WINDOW BUCK WIDTH-1-11/16" JDOWI� 17 - WINDOW BUCK WIDTH i LICK I WITH FINS REMOVED :1 HT __ _— I I VISIBLE II II 114'MAX.SHIM LIGHT �I L019 #10 STEEL MULLION SECTION _ --- I SELF-DRILLING ---"-"""" """--- j HEIGHT= I� SMS G5 _ — _ MIAMI-DADE APPROVED MULLION, \ E (16 WINDOW I I ( ) (SEE SEPERATE NOA),MAY BE /) �-1T `- ! VERTICAL OR HORIZONTAL.MAX. / EXTERIOR BUCK II I1/4"SHIM.SEE SUBSTRATE HEIGHT- PROPERTIES,TABLE 4,THIS SHEET. V I I EXTERIOR �I 11 18 — I 114"MAX TABLE 4: j SHIM 11 Anchor Substrate Min. Min. _ ll� ALUMINUM/STEEL FRAMING OR STEEL Distance Embedment 1 STUD.SEE SUBSTRATE PROPERTIES, 2-112"x.113"Box Nail P. . outhem Pine(SG=.55) 5116" 2.7/16" 16 ""' EDGE TABLE 4,THIS SHEET. 2-1/2"x.131"Common Nail P.T.Southem Pine(SG=.55) 318' 2-7116" _ DISTANCE 2-1/2'x.145"Roofing Nall P.T.Southam Pine(SG=.55) 318' 2-7/16" TYP.ANCHOR TYPE, C—i P.T.Southern Pine(SG=.55) 7116" 1-318" 3EDMENT AND EDGE EDGE DISTANCE Aluminum,6063-75 min. 316" 1/9' CE PER SUBSTRATE, #10 Steel SMS Steel Stud,Gr.33 min. 318" 0.0346"(20 Ga) SABLE 4,THIS SHEET PRODUCT REVISED �— EMBEDMENT A36 Steel 3/B' 118" as cflmplyi g wiEh the Mari n NSTALLATION seild�a cod¢ plan Na No Cxpiralion Dat¢ ZI OPTIONS45q/ '•i; Revised By: Date: Revision: NO INSTALLATION VERTICAL SECTION D-D �°...••�,;,;_�� •:,�..� JR 04/22/16 SHEET 'em Dade rroduM ANCHOR t"• -�li Revised By- Dote: (NAIL)) Revision: -HROUGH THE FIN ` ® Description: Drown By: FIN FRAME INSTALLATION DETAILS J ROSOWSKI i`�.•.• _ "`"- 1070 TECHNOLOGY DRIVE Title: Dote: ,NLYSUBSTRATE-APPROPRIATE ANCHORS LISTED ON TABLE 4 OF THIS SHEET.FOLLOW EMBEDMENT AND EDGE :: - N. VENICE, FL 34275 FIXED WINDOW INSTALLATION GUIDELINES 4/01/11 :E LIMITS.ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. •'%.'• P.O. BOX 1529 '1{-)• NOKOMIS, FL 34274 Series/Model: Scale: Sheet: browing No. Rev: A.LYNN'MIL'LER,P.E. .E LIGHT WIDTH OR HEIGHT(ALSO REFERRED TO AS DAYLIGHT OPENING)IS MEASURED FROM BEADING TO BEADING. P.E.#58705 CERT. OF AM. {29296 PW-220 NTS 4 OF 8 MD-PW220-01 C 5: PRODUCT REVISED mum Anchor Spacing Allowed,(in) Glass:3116"or 114"Annealed Glass,Monolithic or Insulated Frame: or Square Rectangular a:complying wit4U`s Florida 4 9 SPiWing Cede o.050 A ceptance tvo)r ong Side(in)b 53,67 55 57 60 62 65 68 72 75 60 84 90 95 102 110 120 130 144 145 F'_�piraleat Date 1�Q1 ey ,nehorGmupb A C A BC A C A 0 19 A,S&C A,B&C A,B&C A,B&C A,B&C A,B&C A,B&C A,B&C A,B&C A,B&C A,B&C A,B&C A,B&C A,B&C A,B&C Miami aeProduct Con Short Side 16 16 16 1 16 16 16 16 16 16 16 16 16 16 16 16 16 18 16 16 16 16 16 16 Long Side 16 161 16 1 18 16 16 16 16 16 16 16 18 16 16 16 16 16 16 16 18 16 16 16 !0 Short Side 16 161 16 1 16 16 16 16 i6l 16 16 16 16 18 16 16 18 16 16 16 16 16 16 V Long Side 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 C Short Side 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 >? r r-- r2 Long Side 16 16 16 16 16 16 16 16 16 15 16 16 16 16 16 16 16 16 16 16 16 Q L�j,J Short Side 16 16 16 16 16 18 16 16 16 16 16 16 16 16 16 16 16 16 16 16 '0` Z O ,4 Q a Long Side 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 18 16 16 16 J N Short Side 16 16 16 16 16 16 16 16 16 18 16 16 16 16 16 16 16 16 16 ; 3 W 36 � � � � z n- Long Side 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 18 16 16 16 Z8 Short Side 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 to Q Long Side 15 18 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 F Q O Short Side 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 W i 30 Long Side 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 Z W Q Q ..O 32 Shat Side 16 16 16 16 16 16 16 16 16 18 16 16 16 16 16 16 =U) Z J Long Side 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 qU0 o Q J Shat Side 16 16 16 16 16 15 16 16 16 16 15 16 18 18 16 Z Long Side 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 Z z o Z 36 Shod Side 16 16 16 16 16 16 16 16 16 16 16 16 16 16 co Long Side 16 16 16 16 16 16 16 16 16 16 16 16 16 16 Q Q V m N Short Side 16 16 16 16 16 16 16 16 16 16 16 16 16 N 38 Long Side 16 16 16 16 16 16 16 16 16 16 16 16 16 c 0 c 3Z N 10 Short Side 16 16 16 16 15 16 16 16 16 16 18 18 lY N Q 7 Z Long Side 16 16 16 16 16 16 16 16 16 16 16 16 12 Short Side 16 16 16 16 16 16 16 16 16 16 16 $ �' m •�V W ,�, Long Side 15.9 16 16 16 16 16 16 16 16 16 Z X A. Short Side 16 16 16 16 16 16 16 16 16 16 o Q ~LL44 Long Side 15.4 15 15.6 16 16 16 16 16 16 1 16 Short Side 16 16 16 16 16 16 16 1646 16 Long Side 14.9 16 15.2 16 15.5 16 16 16 16 m a ® QN�A Short Side 16 16 16 16 16 16 16 16 18 Long Side 14.4r16 14.7 16 16.1 18 15.6 16 �a Short Side 16 16 16 18 16 0 x 6Long Side 13.950 14.2 16 14.6 16 = mShort Side 15.8 16 16 a Y O a2Long Side 13.4 16 13.7 16 n z 3.7 Short Side 15.2 16 0 0 oZ Long Side 15.21 16 1U THIS TABLE FOR ALL SQUARE OR RECTANGULAR WINDOWS THAT ARE TABLE DIMENSIONS MAY BE :D WITH ANNEALED GLASS. ORIENTED VERTICALLY OR ,� y HORIZONTALLY AS SHOWN. '; t SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT LONG �,�• °r�.... ~" ISION SHOWN ON THE TABLE. SIDE {.t� �-� LONG SIDE t ARCHITECTURAL SHAPE WINDOWS,USE THE TABLES ON SHEET 7. — sec.. ^' r"j WINDOW WIDTH AND HEIGHT MAY BE REVERSED TO OBTAIN A MORE ��"• ',!+ ✓�'..'`�+` SHORT RATE RESULT FROM THE TABLE(SEE FIGURE,THIS SHEET). SIDE SHORT TO-TIP DIMENSIONS FOR FLANGE WINDOWS SHOWN.FOR FIN WINDOWS OR SIDE PE DIMENSIONS,SUBTRACT I'. A LYP,E.#58705 6: imum Anchor Spacing Allowed,(in) Glass:3/16"or114"Tempered Glass,Monolithic orinsulated Frame:Square or Rectangular PRODa4a1aUC17gEVlIEIDFlande Long Side(In)b 75.894 77 80 82 rie 84 87 9D 92 96 99 Building Cu Anchor Grwp1A B C A 8 I C A B 1 C A B C A B C A 8 C A B C A B C A B C A B C Asc:ptance NO lrp• n0�,7j 39 Short Side 70.5 1 16.0 I lb.0 I 1 16.0 16A 70.7 16,0 1 16.0 10.8 6.0 1 1=9 16,0 6.0 11,0 16. 16.0 11,2 180 16, ,3 1 16.0 11.4 16. 16.0 11.5 16.0 16.0 Expiration Data W2 Long Side 9.1 13.8 16.0 9.1 13.9 16.0 9.2 14.7 16.0 9.3 14,2 16,0 974 14.3 16.0 9.5 14.4 16.0 9.6 14.6 16.0 9.6 14.7 16.0 9.7 14.8 16.0 9.8 14.916.0 40 Short Side 10.3 16,0 16.0 1D.4 16.0 16.0 10.6 16.0 16.0 10.7 16.0 16.0 10.8 16,0 16.0 1D.9 16.0 16.0 11.0 16.0 16.0 11.1 16.0 16.0 11.3 16.0 16.0 11.4 16.0 76,0 13Y Long Side 9.0 13.7 16.0 9.0 13.8 16.0 9.2 13.9 16.0 9.2 14.1 16.0 9.3 14,2 16.0 9.4 14.3 16.0 9,5 14.5 16.0 9.6 14.6 16.0 9.7 14,7 16.0 9.8 14.8 16.0 r�`rn^Tr''-` rrr ; rrttl r 42 Short Sitle 70.0 16.0 16.0 10.1 16.0 76.0 10.3 16.0 16.0 10.4 16.0 16.0 10.5 16.0 16.0 10.6 16.0 16.0 10.7 16.0 16.0 10.8 16.0 16.0 11.0 16.0 180 11.1 16.0 16.0 4!/ Long Side 8.8 13.5 16.0 8.9 73.5 16.0 9.0 13.1 16.0 9.1 13.8 16.0 9.2 13.9 16.0 9.3 14.1 16.0 9.4 14.3 16.0 9.4 14.4 16.0 9.5 14.5 16.0 9.6 14.7 16.0 Short Side 9.8 16.0 16.01 9.8 1 16.0 16,0 10.0 16.0 16.0 10.1 16.0 16.0 10.2 16.0 16.0 10.3 16,0 16.0 10.5 16.0 16.0 10.6 16.0 16.0 10.7 16.0 16.0 10.8 16.0 16.0 44 Long Side 6.7 13.2 16.0 8.7 13.3 16.0 8.9 13.5 16.0 8.8 13.6 16.0 9.0 13.7 16.0 9.1 13.9 16.0 9.2 14.1 1 16.0 9.3 14.1 16.0 9.4 14.3 16.0 9.5 14.5 16.0 48 Short Side 9.5 15.6 16.0 9.6 15.7 16.0 9.7 16.0 16.0 9.8 1 16.0 1 16.0 1 9,9 16.0 1 16.0 1 10,1 1 16,0 16.0 10.2 1 16.0 1 16.0 10.3 16.0 1 16.0 10.5 16.0 16.0 1 10.6 1 16.0 16.0 Y S U Long Sidc 85 13.0 16.0 8.6 13.0 16.0 8.7 13.3 16.0 6.8 13.4 16.0 8.9 13.5 16.0 9.0 13.7 16.0 9.1 13.8 16.0 9.2 73.9 16.11 9.3 74.1 16.0 9.4 14.3 16.0 NOTES (n = K Short Side 8.2 15.1 16.0 9,3 15.2 16.0 9.5 15.5 16.0 9.6 15.7 16.0 9.7 15.9 16.0 9.9 16.0 16.0 10.0 16.0 16.0 10.1 16.0 16.0 10.3 16.0 16.0 10.4 16.0 16.0 r- ae 1)USE THIS TABLE FOR ALL SQUARE OR Long Bide 8.4 12,7 16.0 8.! 12.8 16.0 8.6 13,0 16.0 6.6 132 16.0 8.7 13.3 16.0 8.8 13.5 16.0 9.0 13.6 16.0 9.0 13.7 16.0 9,2 13.9 16.0 9.3 14.1 16.0 O O W O Short Side 9.0 14.6 76.0 9.1 14.7 I 16.0 9,3 15.1 16.0 9.4 15.3 76.0 9.5 15.4 16.0 9.8 15.7 To 9.8 16.0 16.0 9.9 16.0 16.0 10.0 76.0 16,0 10.2 16.0 16.0 RECTANGULAR WINDOWS THAT ARE 50 GLAZED WITH TEMPERED GLASS. C0 ° z O Long Side 8.2 12.5 16.0 8.3 12.6 16.0 8.4 12.8 16.0 8.5 12.9 16.0 8.6 13.1 16.0 U 13.3 16.0 8.8 13.4 16.0 8.9 13.5 16.0 9.0 1 13.8 16.0 9.1 13.9 15.0 N Short Side 8.8 14.2 16.0 8,8 14.3 16.0 9.0 14.6 16.0 9.1 14.8 16.0 9.3 15.0 16,0 9.4 15.3 16.0 9,6 15.5 16.0 9,7 15,7 16.0 9.8 16.0 16.0 10.0 16.0 16.0 52 2)FOR SIZES NOT SHOWN,ROUND UP TO c J N Long Side 6.0 122 16.0 8.1 12.3 16.0 8.2 12.6 16.0 8.3 12.7 1fi.0 8.4 12.8 16.0 B.6 13.0 16.0 8.7 13.2 16.0 8.B 13.3 16.0 8.9 13.6 16.0 9.0 13,7 76.0 3 e3 LLI Short side 8.5 13.7 16.0 6.6 13.9 16.0 8.8 14.2 16.0 8.9 14.4 16.0 9.0 14.6 16.0 92 14.9 16.0 9.4 15.1 16.0 9.5 15.3 16.0 9.6 15.6 16.0 9.8 15.9 16.0 THE NEXT AVAILABLE WIDTH OR HEIGHT o o 54 DIMENSION SHOWN ON THE TABLE. a r Long Side 7.9 12.0 16.0 7.9 12.1 16.0 8.1 12.3 16.0 8.2 12.5 16.0 B.3 12.6 16.0 8.4 12.8 16.0 6.6 13.0 16.0 8.6 13.1 16.0 8,8 13.4 18.D 8.B 13.5 16.0 � D 56 Short Side 8.3 13.3 16,0 8.4 13.4 16.0 8.6 13.8 16.0 8.7 14,9 16.0 8.8 14.2 16.0 9.0 14.5 16.0 9.2 14.8 16.0 9.3 14.9 16.0 9.5 15.2 16.0 9.6 15.5 18.0 a Long Sid, 7.7 11.7 16.0 7.8 11.8 16.0 7.9 12.1 16.0 8.0 12.2 16.0 8.1 124 16.0 8,3 128 16.0 8.4 128 16.0 8.5 12.9 15.0 8.7 13.2 16.0 8.8 13.3 180 3)FOR ARCHITECTURAL SHAPE WINDOWS, _. p 56 Short Side 8.1 129 16.0 8.2 13.1 16.0 8.4 13.4 16.0 8.5 13.6 16.0 8.5 13.8 16.0 8.8 14.1 16.0 9.0 14.4 16.0 9.1 14.6 16.0 9.3 14.9 16.0 9.4 15.1 180 USE THE TABLES ON SHEET 7. F ��gnn Z Long Side 7.6 11.5 15.7 7.6 11.6 15.8 7.8 11.9 16.0 7.9 12.0 16.0 8.0 122 16.0 8.1 124 16.0 8.3 126 16.0 8.4 12.7 16.0 8.5 13.0 16.0 8.6 13.1 16.0 W 1- V O CO 60 Shod Side 7.9 126 16.0 8.0 12.7 15.0 8.2 13.0 16.0 8.3 13.3 16.0 8.5 13.5 16.0 8.6 13.8 16.0 8.8 14.0 16.0 8.9 14.2 16.0 9.1 14.5 16.0 4)THE WINDOW WIDTH AND HEIGHT MAY O 11! F- tL Long Side 7.4 11.2 15.3 7,5 17.4 15.5 7.6 11.6 15.8 7.7 11.8 16.0 7.9 12.0 i6.D 8.0 122 180 8.1 72.4 16.0 8.2 12.5 16.0 0.4 12.8 16.0 BE REVERSED TO OBTAIN AMORE ¢2 d Q Short Side 7.7 122 16.0 7.8 123 16.0 8.0 12.7 16.0 8.1 12.9 16.0 6.3 13.1 16.0 8.4 13.4 16.0 8.6 13.7 16.0 8.7 1].B 16.0 ACCURATE RESULT FROM THE TABLE _ �l d O Long Side 7.2 11.0 15.0 7.3 71.1 15.7 7.5 11.4 15.5 7.6 11.6 15.8 7.7 11.7 16.0 7.9 f2.0 16.0 8.0 12.2 76.0 8.1 12.3 16.0 (SEE FIGURE,THIS SHEET). eU u -Q y Short Side 7,5 11.9 16.0 7.6 120 16.0 7.6 12.3 111.0 7.9 12.6 16,0 8.1 12.8 16.0 8.3 13.1 16.0 8.4 13.4 16,0 ,s0 64 Long Side 7.1 10.8 14.7 7.1 10.9 14.6 7.3 11.2 15.2 7.5 11.3 15.4 1 7.6 11.5 15.7 7.7 11.8 16.0 7.9 12.0 16.0 5)TIP-TO-TIP DIMENSIONS FOR FLANGE CZ0 C/) (n Short Sid. 7.3 11.5 16.0 7.4 11.7 16,0 7.6 12.0 16.0 7.8 722 16.0 7.9 12.5 16.0 8.1 128 1 16.01 WINDOWS SHOWN.FOR FIN WINDOWS OR z ••�- 66 Long Side 6.9 10.5 14.3 7.0 10.6 14,5 7.2 10.9 14.9 7.3 11.1 1 15.1 1 7.4 11.3 15.4 To 1 11.51 15.7 BUCK DIMENSIONS,SUBTRACT 1'. t9 z - �z Short Side 7.1 11,2 15.8 7.2 11.3 16.0 7.4 11.7 16.0 7.6 11.9 16.0 7.7 12.2 16.0 �- () 68 Long Side 6.7 10.3 14.0 6.6 1 10.4 14.1 7.0 10.7 14.6 7.2 10.9 1 14.81 7.3 1 11.1 1 15.1 04 Q O 70 Short Sid. 6.9 1 10.9 15.3 7.0 11.0 15.51 7.2 11.4 16.0 7.4 17.6 16.0 N Long Sid. 6.6 10.0 13.7 6.7 10.1 1a.e s.D 10,5 14.3 7.D tD.7 14.5 TABLE DIMENSIONS MAY BE o m z O Short Side 6.7 10.5 14.8 6.8 10,7 15.1 6.7 10.5 14.8 O o N 72 ORIENTED VERTICALLY OR S o N Lang Side 6.4 9.8 13.3 fi.5 9.9 13.5 6.4 9.8 13.3 Q Shod Side 6.6 10.2 14.4 6.6 10.4 14.6 HORIZONTALLY AS SHOWN. 74 Long Side 6.3 9.5 13.0 6.3 9.7 13.2 5 Short Side 6.4 10.0 13.9 z o X Q. 75.094 Long Side 6.4 10.0 1 13.9 f+- LONG SIDE E 6,CONT.: SHORT ^ a _ SIDE ® oNo,N en imum Anchor Spacing Allowed,(In) Glass:3116"or 114"Tempered Glass,Monolithic or Insulated Frame:Square or Rectangular y„`t1 N a 4 Long Side 0.)r-+ 102 toe 1 110 115 120 125 130 137 1 144 1 145 - O AnchorGroup*l A B C A B C A I B I C A B I C A 8 C A B C A D 1 C A B C A B C A B C p 0 jF 39 Short Side 11.6 1 00 16.0 11.7 16.0 -16.T-i-1.9-16.0 16.0 12.0 16.0 16.0 12.1 16.D 16.0 12. 16.0 16.0 12.3 16.0 16.0 125 16.0 S. 12.6 16,6- 180 12.6 .0 16.0 =U in yj Long Side 8.9 15.0 16.0 10.0 15.2 16.0 10.1 15.3 16.0 10.1 15.4 76.0 10.2 15.6 16.0 10.3 15.7 16.0 10.4 15.8 18.0 10.5 15.9 16.0 10.5 16.0 16.0 10.6 16.0 18.0 r,Z Short Side 11.5 16.0 16.0 71.6 76.0 16.0 11.7 16.0 16.0 11.8 16.0 18,0 12.0 76.0 16.0 12.7 16.0 16.0 12.2 16.0 18.0 12,3 16,0 16.0 12.5 16.0 16.0 d y O Long Side 9.8 15.0 16.0 9.9 75.1 16.0 10.0 15.2 16.0 10.1 15.4 16.0 10.2 15.5 16.0 10.3 15.6 16.0 10,3 15.7 16.0 10.4 15.9 16.0 70.5 16.0 16.0 O O F 42 Short Side 11.2 16.0 16.0 11.3 16.0 16.0 11.4 16,0 16.0 11.6 16.0 16.0 11.7 16.0 16.0 11.8 16.0 16.0 11.9 16.0 16.0 121 16.0 76.0 LONG O Z Z U Lone Side 9.7 14.8 16.0 9.8 14.9 76.0 9.8 15.0 16.0 10,0 15.2 16.0 10.1 15.3 16.0 10.2 75,5 16.0 10.2 15.6 ifi.0 10.3 15.7 16,0 SIDE 44 Short Side 10.9 Wo 16.0 11.1 180 16.0 11.2 16.0 16.0 11.3 16.0 76.0 11.5 16.0 16.0 11.6 16.0 16.0 11.7 16.0 16,0 Long Side 9.6 14.6 16.0 9.7 14.7 16.0 9.8 14.9 16.0 9.9 15.0 16.0 10.0 15.2 16.0 10.1 15.3 16.0 10.2 15.4 16.046 Short Side 10.7 16.0 16.0 10.8 16.0 16,0 11.0 16.0 16.0 11.1 16.0 16.0 11.3 16.0 16.0 11.4 16.0 16.0 Long Side 9.5 74.4 18.0 9.6 14.6 16.0 9.7 14.7 16.0 9.8 14.9 16.0 9.9 15,0 16.0 10.0 15.2 16.0 Di3c 48 Short Side 10.5 16.0 16.0 10.6 16.0 18.0 10.8 16.0 16.0 10.9 16.0 16.0 11.0 16.0 16.0 Long Side 9.3 14.2 16.0 9.5 14.4 16.0 9.6 ta.5 16.0 9.7 14.7 16.0 9.8 14.9 16.0 Short Side 10.3 16.0 16.0 10.4 180 16.0 10,6 16.0 16.0 10.7 16.0 16.0 SHORT 50 Long Side 8.2 14.D 16.0 9.3 14.2 16.0 9.4 144 16.0 9.6 14.6 16.0 `, :• SIDE 52 Short Side 10.1 16.1 16.0 10.2 16.0 16.0 903 16.0 16.D Long Side 9.1 13.9 16.0 9,2 14.0 16.0 9.3 14.2 16.0 64 Short Side 9.9 16.0 16.0 10.0 16.0 16.0 Lon9 Slde 9.0 13.7 16.0 9.1 13.9 1 16.0ee _I��,,jr✓, q��- Short Side 8,7 15.7 16.0 > Lon9 Side 8.9 13.5 16.0 :�',• A.LVIVN'1r1ILLER,P.E. P.E.#58705 3LE 7: 'nODUCTREl ndmum Anchor Spacing Allowed forall Frame Types,(in) Glass:3116"or 1/4"Annealed Glass,Monolithic or Insulated Frame:Architectural Shapes kththe as complying tyjrh Fl0rid6 ong Side(in)b 63.655 55 57 60 62 65 68 72 75 80 84 90 96 102 110 120 130 1" 1 145 i3nitding Gdc Acceptance Nn L6-O 5 0,$ t"�pkaliun l7aty �f ,nchor Grwpb A A BC A C A A,B&C AB&C A,B&C A,B&C A.BBC A,6&C A,B&C AB&C A,B&C A,B&C A,B&C A,B&C A,B&C AB&C A,B&C 19 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 18 16 16 utit�.s.c Prodtrel Co�ttol 20 tfi 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 76 16 16 16 16 22 16 $816 16 16 18 16 16 16 16 16 16 16 16 i6 ifi 16 16 16 16 16 24 16 16 16 16 16 16 16 16 16 16 is 16 16 16 16 16 16 16 26 18 16 16 18 16 16 1s 16 18 i6 16 16 16 16 16 16 16 28 16 1s 16 16 16 76 16 16 1s 16 16 16 16 i6 16 30 16 16 76 16 16 16 16 16 16 16 16 16 16 16 16 16 16 Y 32 is 76[16 16 16 16 16 16 16 16 16 16 16 16 76 1fi 34 18 16 16 16 18 16 16 16 16 16 16 16 16 16 NOTES O O W O 36 16 16 16 18 16 16 ifi 16 76 16 16 16 16 3& 78 1s 1s 1s 1s is is is 1s 16 to 16 1)USE THESE TABLE FOR ALL ARCHITECTURAL Z C4SHAPE WINDOWS.TABLE 71S TO BE USED FOR 0 J 740 16 16 16 16 16 16 16 16 16 16 16 42 75.9 16 16 16 16 16 16 16 is 16 ANNEALED GLASS;TABLE 815 TO BE USED FOR t` i LL144 15.4 1s 16 t6 is 1s is 16 1fiTEMPERED GLASS.48 14.9 16 15.5 18 16 16 16 J 0 48 14.4 16 t5.t 1s t5.6 is 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT Z Vr so 13,9 16 14.s 1s AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN = 0 Z o 52 13.4 1s 13.7116 ON THE TABLE. W 0 53.665 15.2 t6 3)FOR SQUARE OR RECTANGULAR WINDOWS,USE Z W LL! E- LL THE TABLES ON SHEETS 5 OR 6. 2 m Q J ::0 BLE 8' - `I` a)THE WINDOW WIDTH ANHEIGHT MAY iximS.10um AnchorSpacing Allowed for all Frame Types,(in) Glass:3116"or 114"Tempered Glass,Monolithic or Insulated Frame:Architectural Shapes D BE isU � J y o REVERSED TO OBTAIN A MORE ACCURATE RESULT .ona side On)a 75.&94 77 60 82 84 87 90 92 96 99 FROM THE TABLE(SEE FIGURE,THIS SHEET). Z a (� fA e� lnchor Group b A B C A B C A B C A B C A B C A 0 C A B C A e C A B C A B C 5)USE THE SPACING SHOWN ON THE TABLES FOR Cp z �°Z 39 9.1 13.8 16.0 9.1 13.9 16.0 9.2 14.1 76.0 9.3 14.2 16.0 9.4 14.3 16.0 9.5 16.4 76.0 9.6 10.8 16.0 9.6 14.7 16.0 9.7 1 16.0 9.8 14.9 16.0 THE ENTIRE WINDOW FRAME. T- (..) 4D 9.0 13.7 16.0 9.0 13.8 18.0 9.2 13.9 16.0 9.2 14.1 16.0 9.3 14.2 16.0 9.4 14.3 16.0 9.5 14.5 16.0 9.6 14.6 16.0 9.7 14.7 16.0 9.8 14.8 16.0 N d 0 42 8.8 13.5 16.0 8.9 13.5 16.0 9.0 13.7 16.0 9.1 13.8 16.0 9.2 13,9 16.0 9.3 14.1 76.0 9.4 14.3 16.0 9.4 14.4 16.0 9.5 14.5 1e.0 9.6 14.7 15.0 6)TIP-TO-TIP DIMENSIONS FOR FLANGE WINDOWS N 44 8.7 13.2 18.0 8.7 13.3 16.0 8.9 13.5 16.0 8.9 13.6 16.0 9.0 13.7 16.0 9.1 13.9 16.0 9.2 14.1 16.0 9.3 14.1 16.0 9.4 14.3 16.0 9.5 14.5 16.0 SHOWN.FOR FIN WINDOWS OR BUCK DIMENSIONS, yxo '� ('n Z N 46 8.5 13.0 16.0 8.6 13.0 16.0 8.7 13.3 16.0 8.8 13.4 16.0 8.9 13.5 16.0 9.0 13.7 16.0 9.1 13.B 16.0 9.2 13.9 16.0 9.3 14.1 16,0 9,4 14.3 16.0 SUBTRACT 1". d O d CV 48 8.4 12.7 16.0 8.4 12.8 16.0 8,6 13,0 16.0 8.6 13.2 18.0 B.7 73.3 16.0 8.8 13.5 10.0 9.0 13.6 16.0 9.0 13.7 16.0 9.2 13.9 16.0 9.3 14.1 16.0 ii 0 r 50 8.2 72.5 16.0 8.3 12.8 78.0 8.4 12.8 16.0 8.5 12.9 18.0 8.8 73.1 18.0 8.7 13.3 16.0 8,8 13.4 18.0 8.9 13.5 16.0 9.0 13.8 18.0 9.1 13.9 16.0 TABLE DIMENSIONS MAY BE 52 8.0 12.2 78.0 8.1 12.3 16.0 8.2 12.6 18.0 8.3 12.7 18.0 8.4 12.8 18.0 6.6 13.D 18.0 8.7 13.2 16.0 B.B 13.3 16.0 8.9 13.8 18.0 9.0 73.7 16.0 ORIENTED VERTICALLY OR �� m u 54 7.9 72.0 18.0 7.9 121 18.0 e.t 12.3 16.0 8.2 12.5 16.0 6.3 12.6 16.0 8.4 128 16.0 8.6 13.0 16.0 8.6 13.1 16.0 8.8 13.4 16.0 8.9 13.5 16.0 a LL 56 7.7 71.7 16.0 7.8 11.8 78.0 7.9 12.1 18.0 8.0 122 18.0 8.1 124 18.0 8.3 12.6 78.0 8.4 12.8 18.0 8.5 12.9 16.0 8.7 13.2 16.0 8.0 13.3 16.0 HORIZONTALLY AS SHOWN. / a o Q F rn` 58 7.6 11.5 15.7 7.8 11.6 15.8 7.8 11.9 16.0 7.8 12.0 16.0 8.0 12.2 16.0 8.1 124 76.0 8.3 12.6 16.0 8.4 127 16.0 8.5 13.0 16.0 8.6 13.1 16.0LONG 60 7.4 11.2 15.3 7.5 11.4 15.5 7.6 11.6 15.8 7.7 it.a 16.0 7.9 12.0 16.0 8.0 122 16.0 8.1 12.4 16.0 8.2 125 18.0 8.4 120 16.0 SIDE 62 7.2 11.0 15.0 7.3 11.1 15.1 7.5 17.4*7.3 6 15.8 7.7 11.7 16.0 7.9 120 16,0 8.0 72.2 16.0 8.7 123 16.0 I-+- LONG SIDE a m CA 7.1 10.8 14.7 7,1 10.9 14.8 7.3 11.2 3 15.4 7.8 11.5 15.7 7.7 11.8 16.0 7.9 12.0 66 6.8 10.5 14.3 7.0 10.6 14.5 7.2 10.9 1 15.1 7.4 11.3 15.4 7.6 11.5 15.7 T 68 6.7 10.3 14.0 6.8 10.4 74.1 7.0 10.7 9 14.8 7.3 11.1 15.1 SHORT 70 6.6 10.0 13.7 6.7 10.1 13,8 6.810.5 7 74.5 SIDE o72 0.4 9,8 13.3 6,5 9.9 13.5 6.4 9.8 SHORT Z.m f/1 74 8.3 9.5 13.0 6.3 9.7 13.2 SIDE w Cid 40 75.894 6.6 10.0 73.9 �>y Y nOZ Z U BLE 8,CONT.: aximum Anchor Spacing Allowed for all Frame Types,(in) Glass:3116"or 114"Tempered Glass,Monolithic orinsuiated Frame:Architectural Shapes ,-� -ong Side On)b 102 106 110 115 120 125 130 137 144 145 4ncharGmupb A B C A B C A B C A B C A B C A B C A B C A B C A B C A B C ;�'` •,=F?Id S - � 39 9.B 5.0 18.0 10.0 7.2 6.6116.11%776-5 10,1 .4 78370-2115.611 8.0 0.3 is.? .0 16.4 15.8 18.0 10,5 15.9 .0 10. 18.0 18.0 10._676-M, B.D 40 9.6 15.0 18.0 9.9 15.1 16.0 10.0 15.2 18.0 10.1 15.4 76.0 10.2 15.5 18.0 10.3 15.fi 16.0 10.3 15.7 16.0 10.4 15.8 16.0 10.5 16.0 16.0 42 9.7 14.8 16.0 9.0 14.9 78.0 9.9 15.0 18.0 10.0 75.2 16.0 10.1 15.3 18.0 10.2 15.5 16.0 10.2 15.fi 16.0 10.3 75.7 16.D -' 44 9.6 74.6 76.0 9.7 14.7 16.0 9.8W14.916.0 9.9 15.0 16.0 10.0 15.2 18.0 io,1 153 18.0 10.2 15.4 16.0 "�46 9.5 14.4 78.0 9.8 14.8 18.0 9.7 8.8 14.9 16.0 8.915.016.010.00d8 { 8.3 14.2 16,0 9,5 14.4 16.0 9.6 9,7 74.7 8.0 9.3 14.2 16.0 9.4 9.6 14.6 18.052 9.1 13.9 16.0 9.2 140 16.0 9.3 �.�-' "'•- ` 54 9.0 13.7 wo 9,1 13.9 16.0 -.,�r'✓'i}t^t• �i'•�` 56 8.9 13.5 16.0 t ArLVtJWWLLER,P.E. P.E.#58705 2.000" —� 062" F ' AT841" 90"CORNER ANGLED/CURVED 909 CORNER 282 ANGLED/CURVED " j FRAME FRAME FRAME FRAME sera" zaz ASSEMBLY �' j{I ASSEMBLY ASSEMBLY ASSEMBLY so0" N' 1 t !v lj 9 it �I_ .062' j '/ 6FLANGE FRAME if \�6063-T52 ALUMINUM I 1 844" .344" .282. 2 I 14 15 I MITERED FRAME r 1.125' MITERED FRAME / 1 WITH FRAME WITH FRAME WELDS AT I .050" 1 WELDS AT SCREW BOSSES SCREW BOSSES I� _L INTEGRAL FIN FRAME ASSEMBLY DETAILS FOR FLANGE FRAMES ASSEMBLY DETAILS FOR FIN FRAMES 6063-T52 ALUMINUM -----..._ --- TABLE 9: ki. .735" I+— /—SILICONE a MELT BUTYL Item PGT PGT STRUCTURADetxalption .500" SILICON0 Dwg.0 Pan .055" STRUCTURAL FOAM--\ 3116"NOM. 1 502 68342 Range Frame T} POLYISOBUMEN 1/4"NOM. WIT2 521 69097 Integral Rn Frame l O GLAZING BEAD WITH DESICCANT DESICCAN3 5D3 61169 Glazing Bead 6063-T5 ALUMINUM • EXT.GLASS EXT.GLASS a See this KommeQuanex Inger S TPS Spacer System 5 Sheet Quartet Super Space rOU with Hot Meh BtByl 6 for puanex Duraseal 7 Materiels Cardr�X Edge Spacer 8 Dov 899 Silicone or EgijitalerR r INT.GLASS .GLASS 9 589 705890 Gasket(at 90"comerjokds) 10 1208 61308K Closed Cell Foam Tape KODISPACE SUPER 11 1052 71D52K Selling Block 1119'x 3/4'x 1" 4SG TPS O SPACER®NXT'm 12 1265 712651K Selling Block 1116"x 3'16'x 1-112' 14 1181 7834AA #8 X314"PH PN SMS 15 781PSTX 98XN4"PH PNSMS-S.S. ALUMINUM 16 1012 7PWSW #6X719'PH FH SMS 0 10-112"O.0 Typ REINFORCEMENT pOLYISO- DESICCANT FILL AREA 17 3'1wiGlass BUMENE 18 314"IG Glaassss(with yt6'or 114") i'I20OUC1'REVISED i--5116"NOM. 19 1"IG Glass(with&1G'a 1J4") as complying with the Fhzitte 5116"NOM. SEAL DuitdntgCode BUTYL& SILICONE SEAL i l t 1 PAcceromn"a 16.05060321 DESICCANT ROLL-FORMED \ , \INN /// Revised By: Data: Revision: STAINLESS STEEL iv;/r / FOAM r, JR 04/22/16 ADDED IG SPACERS D EXT.GLASS �� ,•' tGENSg •'•�� MiamiDodeProduct EXT.GLASS c Revised W. Dote. RevWon: Ul1- ® Description: Drown W. INT.GLASS INT.GLASS = .,y..u �l , BOM&CORNER ASSEMBLY DETAILS J ROSOWSKI 1070 TECHNOLOGY DRIVE Title: Date: DURASEAL@ XL EDGE7A' '-��' .,PLOF.tOP -l9;` N. VENICE, FL 34276 O v;:. P.O. BOX 1529 FIXED WINDOW INSTALLATION GUIDELINES 4/01/11 SPACER SPACER ;?�Q1 A� NOKOMIS. FL 34274 Serfesldtodsh Scab: Sheet: Drawing No. Rev: A.L{'tJNti7ILtiER.P.E. CERT. OF At1TH. j#29296 PW-220 NTS 8 OF 8 MD-PW220-01 C P.E.#58705 MIAMI-DADE MIAMI-DADS COUNTY oY 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) wwiv.miamiaade.eov/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-220"AIuminum Fixed Window—N.I. APPROVAL DOCUMENT: Drawing No. MD-PW220-01 titled"Fixed Window Installation Guidelines", sheets 1 through 8 of 8, dated 04/01/11, with revision C dated 04/22/16,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:None. 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 Oficial. This NOA revises NOA#15-0609.08 and consists of this page l 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.16-0505.03 MIAMlDADECOUNTY Expiration Date: August 18,2021 Approval Date: June 16,2016 PON f�D Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS L Manufacturer's die drawings and sections. (Submitted under NOA No. 11-0509.02) 2. Drawing No.MD-PW220-01 titled"Fixed Window Installation Guidelines",sheets 1 through 8 of 8,dated 04/01/11,with revision C dated 04/22/16,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum fixed window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-6482,dated 03/24/11, signed and sealed by Marlin D.Brinson,P.E. (Submitted under NOA No. 11-0509.02) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-5h Edition (2014),dated 05/29/15,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. 15-0609.08) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. None. Manuel Per E. Product Control FAanOner NOA No.1 5.03 Expiration Date: August 18,2021 Approval Date: June 16,2016 E-1 PGT Industries.Inc. NOTICE OF ACCEPTANCE: . EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51h Edition (2014), dated May 2,2016,issued by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated May 2, 2016, issued by manufacturer, signed and sealed by.Anthony Lynn Miller,P.E. 3. Laboratory compliance letter for Test Report No.FTL-6482,issued by Fenestration Testing Laboratory,Inc., dated 03/24/11,signed and sealed by Marlin D.Brinson,P.E. (Submitted under NOA No. 11-0509.02) G. OTHERS 1. Notice of Acceptance No. 15-0609.08,issued to PGT Industries,Inc. for their Series "PW-220"Aluminum Fixed Window-N.I.,approved on 08/13/15 and expiring on 08/18/16. Manuel P E. Product Control xa ner NOA No.l - 5.03 Expiration Date: August 18,2021. Approval Date: June 16,2016 E-2 2Al_NOTES:SERIES 220 NON-IMPACT FIXED WINDOW 61'TIP-TO-TIP WIDTH 'RODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, 60"BUCKWIDTH VG THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 68-5/16" 60"BUCK WIDTH rERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. VISIBLE LIGHT MOTH 58-5116* I[ASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. 6' 1- - 1 16" VISIBLE LIGHT WIDTH ILS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE MAX. MAX.D.C. 4"MAX. D N.KSI PER ANCHOR TYPE,SEE TABLE 3,SHEET 3. 60 KICKDT WIDTH VISIBLE LIGHT WIDTH 16- NRY ANCHORS MAYBE USED INTO WOOD AS PER TABLE 1,SHEET 6.ALL WOOD BUCKS LESS THAN 1-la"THICK ARE TO C C 'IDERED 1X INSTALLATIONS.IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD A A )EPICTED AS 2X ARE 1-112'THICK OR GREATER.IX AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY ER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR go, -CT OF RECORD, AX.D.C. BUCK 5'M HEIGHT F_ TEMPERED GLASS 94-5/16' OR EMBEDMENT TO BASE'MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT 94-5116' 1 VISIBLE AS SPECIFIED ON TABLE 3&4.SHEET 3&4.NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. 16'MAX. LIGHT ATION ANCHORS SHOULD BE SEALED.OVERALL SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF VISIBLE HEIGHT ATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. LIGHT 97, 96" HEIGHT 'D w TH IDTH BUCK RATE, IM TIP 8-MAX.O.*C.. HEIGHT 3 ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBST TIP-TO E OF TRANSFERRING APPLIED LOADS.WOOD BUCKS.BY OTHERS.MUST BE SUFFICIENTLY ANCHORED USE SHIMS ANNEALED GLASS )ON THEM BY THE WINDOW. CHOR D TO RESIST LOADS HEIGHT BN PRESSURES: SIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM E1300. t IVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL TEST PRESSURE,FRAME ANALYSIS AND GLASS 'M E1300. 6' MAX. 4'MAX8'MAX.D.C.,ANNEALED GLASS ACHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED 5-MAX.D.C.,TEMPERED GLASS PRESSURE.THE 33 11131/6 STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD TYP.FLANGED FRAME ELEVATION TYP. INTEGRAL FIN FRAME ELEVATION )N FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH )ISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. (TESTED UNIT) (TESTED UNIT) RENCES:TEST REPORTS FTL-6482;ULTRACON NON,ELCO CRETEFLEX NOA;ANSIJAF&PA NOS FOR WOOD CONSTRUCTION GUIDE TO TABLES: M ALUMINUM DESIGN MANUAL. WINDOW GLASS DP D.C. DESIGN PRESSURE RATING 220 SERIES FIXED WINDOW WAS FORMERLY KNOWN AS THE 6000 SERIES(FLANGE FRAME)OR 6001 SERIES(FIN FRAME). �EZtn TABLE VARIES, NOT RATED FOR SQUARE OR SEE SHEET 2 IMPACT RESISTANCE RECTANGULAR ANNEALED 1 5 1 HAPES AS SHOWN BELOW OR SIMILAR,MAY BE USED BY INSCRIBING THE SHAPE INABLOCKSQUARE OR GUIDE TO SHEETS* r��m NO OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEET 2. 1 RECTANGULAR TEMPERED 2 a ARCHITECTURAL GENERAL NOTES................... 1 WIDTH WIDTH WIDTH --i I--WIDTH SHAPE ANNEALED 1 7 ELEVATIONS.............. T T- — GLAZING 2 ARCHITECTURAL TEMPERED 2 8 DESIGN PRESSURES.................2 SHAPE INSTALLATION,FLANGE. 3 INSTALLATION,INTEGRAL FIN...4 STANDARDS USED: ANCHOR SPACING,AN ...........6 *2014 FLORIDA BUILDING CODE(FBC),STH EDITION ANCHOR SPACING,TEMP..........6 -ASTM E1300-09 ANCHOR SPACING,SHAPES......7 WIDTH WIDTH —i *ANSIIAF&PA NDS-2012 FOR WOOD CONSTRUCTION CORNER ASSEMBLY,..................8 WIDTH I__ WIDTH ALUMINUM DESIGN MANUAL,ADM-2010 EXTRUSION PROFILES................8 PRODUCT REVISED T AISI-S100-07/$2-2010 PARTS LIST .................. 8 m complyin$with the rIcnid8 F- Acceptance Lu 0, I Vt�W Revised&Wr, Date. RovisIon., JR 04/22/16 ADDED IG SPACERS Bs L WIDTH I-- ---q WIDTH I— Rfsod W. Date: Drown_* DowriIallon. GENERAL NOTES&ELEVATION WIDTH J ROSOWSKI uj m WIDTH—1 11170 TECHNOLOGY DRIVE Ptio: AA N. VENICF, FL 34275 Lmi P.O. BOX 1529 FIXED WINDOW INSTALLATION GUIDELINES 4/01/11 NOKOMIS: FL 34274 Series/Model: Shoot: Drawing No. W. R,P E. CERT. OF AUTH. #29296 PW-220 NTS 1 OF MD-PIA/5120-01 A.Ly. ILL Design Pressure(psf)for all Frame Typos Glass:3/16"or 1/4"Annealed Glass,Monolithic orinsulated Frame:All Frame Shapes PRODUCT REVISED NOTE as complying%vith the Florida Side On)a 53.655 55 57 60 62 65 68 72 75 80 1 84 90 96 102 110 120 130 144 145 Budding Code 1)TIP-TO-TIP DIMENSIONS FOR Aeacptancc NoIG- 19 +- 4.2 +1-73.8L+I-70.4 +1.72.6 *l-72.1 +/-71.5 +1-71.0 +/-70.4 +-69. +7-69.3 +1-68.9 +7.68.3 +l- 7.8 *1•67, */-66.8 +1-66,3 +/-65.9 +• +/-6d.4 FLANGE WINDOWS SHOWN.FOR FIN P_npiration Date �� 20 +/-71.3 +J-70.9 +/-69.6 +1.69.2 +1-68.6 +1-68.0 +1.67.4 +/-67.0 +/-66.3 +/-65.9 +/-65.3 +/•64.8 +1-64.3 +/•63.8 +/-63.3 +/-62.9 +f-62.4 WINDOWS OR BUCK DIMENSIONS, 7L +/-66.4 +J-65.9 +!-64.6 +1.64.1 +1-63.5 +1-62.9 M-62.3 +1-61.8 +/•61.2 +/-60,7 +1-60.1 +/-69.6 +/-59.1 +/-68.6 +/-58.1 +/_57.fi SUBTRACT 1". BY24 +/_62.3 +1-61.9 +/-60.5 +/-60.0 +f-59.3 +/_58.7 +1-58.0 +1-57.6 +/-56.9 +!-56.4 +/-55.8 +/-55.3 +/-54.8 +/-64.1 +/-52.7 de Pro26 +/-58.9 +/.585 +/.57.0 +/-55.5 +1-55.8 +!-55.2 +1.53.4 +1-52.5 +/-50.9 +L49.9 +1.48.4 +1-47.5 +/-46.28 +(-56.1 +/-55.6 +1 54.1 +f-53.5 +7.51.5 +1-49.5 +/-47.6 +1-46.6 +/-44.4 +l•43.2 +1-41.5 +/-40.6 +l-39.9 30 +1-53.7 +1-53.2 . +(-61.6 +1-50.6 +1-47.8 +1-45.5 +/-42.7 +1-41.6 +7.39.9 +1-38.6 +l-37.1 +/-35.9 32 +1-51.7 +/-51.2 +1-50.4 *I-49.6 +!-48.7 +l-45.9 +!•42,8 +l-40.4 +1-39.2 +7-37.0 +1.35.41+/-33.2 34 +!•50.0 +/-49.4 +1.48.6 +/-47.6 +1-47.0 +1-44.6 +1.41.6 +/-39.3 +l-37.7 +/-34.9 +1.32.9 Y U 36 +f-48.5 +1.47.9 +/-47.1 +1-46.1 +1-45.4 +1-44.2 +/.41.2 +1.38.8 +/-37.0 +7.33.7 Cn 38 -"-1-47.3 +1-46.7 +/-45.8 +1.44.7 +/-44.0 -1-43.2 +/-41.0 +1-38.4 +1-36.6 r 40 +/-46.3 +1-45.6 +/-44.7 +1-43.5 +1-42.8 +1-41.9 +/.40.8 +!-38.3 0 O 42 +7-45.4 +1-44.7 +/-43.8 +f-425 +1-41.8 +/-40.8 +/-40.0 TABLE DIMENSIONS MAY BE CO z C) 44 -1-44.7 +1-44.0 +1.43.0 -1-41.6 +!-40.9 +1-39.9 q N 46 +/-44.2 +l-43.41+1-42.3 +/-40.9 +1.40.1 ORIENTED VERTICALLY OR �'O J N HORIZONTALLYASSHOWN. ; W ; W 48 -+/-43,7 +/-42.8 +/_41.8 +1-40.3 ------- LONG Q E 0 �` so +/-43.5 +/-42.6 +1-41.3 SIDE d e 52 +1-43.3 +1.42.3 �+- LONG SIDE - v7 0 53.665 +/-43.3 p � Z .2: W F- fn O CO Design Pressure(pso for a8 Frame Typos Glass:3116"or 1/4"Tempered Glass,Monolithic or Insulated Frame:All Frame Shapes SSI ET Z w Q ~ LL- Side Qn)a 75,894 77 80 82 84 87 90 92 96 99 102 106 110 115 120 125 130 137 144 145 + J SHORT I J =y 0 J m J� 'l SIDE r- o2S Q 39 +l-85.4 +-85.0 +/-83.9 +/-83.3 +-82. - 1. +-81.0 +/-80.5 +/_79.6 +-79.0 +/-78.5 +1-77.8 +l-7. - +-75. +/-75.2 +1-74. +1-74.0 +t-73.4 +1-73.3 80 a m 40 +/-84.0 +1-83.8 +/-82.6 +l-81.81+/-81.2 +1-80.3 +1-79.5 -1-79.1 +f-782 +1-77.5 +I-T7.0 +/-76.3 +/-L5.6 .1-74.9 +1-742 +1-73.7 +l-73.1 a/_72,4 +1-71.8 sZ o tlJ 42 */-81.5 +1-81.0 +1-79.9 +!-79.2 r!-78.6 +/-77.7 r/-76.9 +!-76.4 +l-74.4 +!-74,8 +f-74.2 +/-73.5 +(_72.8 +/-72.1 +1-71.4 a!-70.8 +1-70.3 +l-69.6 o: 44 +f-79.2 +1-78.7 +I-77,8 +1-76,9 +1.76.2 +/-75.3 +/-74.4 a1-73,9 +/-73.0 +/-72.3 +/-71,7 +/-71.0 +l-70.3 +/-68.6 +l-68.9 +/_68.3 +(-67.7 �-►-- LONG SIDE �•� = Z Z 46 +/-772 +1-76.7 +/-75.5 *1-74.8 +1-74,1 -1-73.1 +/-72.3 +1-71.7 +/-70.8 +/-70.1 +/-69.5 +/-68.7 +1-68.0 •/-67.2 +1-66.6 +/-65.9 48 -1-75.4 +/-74.9 +1-73.7 +1.72.9 +1-72.2 +/-71.2 +/-70.3 +1-69.8 +1-68.7 +1-68.1 +1-67.4 +1.66.6 +/-65.9 +l-65.2 */-64A -I- � 50 +1-73.8 +/-73.3 +1-72.0 -1-71.2 +1-70.5 +f-69.5 +1.68.5 +1-68.0 +1-66.9 +1-66.2 +/-65.6 +/-64.8 a!-64.1 +1-63.2 ! � I LJ 0 52 +1-72-41+1-71.9 +1-70.5 +1-69.7 -1-68.9 +/-67.9 +1-68,9 +l-66.3 +1-65.3 +!-64,5 +1.63.9 1+1.63.11+1-62.31 SHORT LONG N 54 +/-71.1 +1-70.6 +1-69.2 +l-68.3 +/-67.5 +!-66.5 */-65.5 +/-64,8 +1-63.8 +1-63.0 +1-62.3 +1-61.5 SIDE SIDE c d Z N 56 +1-70.0 1-69.4 .1-68.0 +/-67.1 +1-66.3 +!7 65.2 +!-64.2 +l-63 51 4-_63 4 •f-81.6 +/-60.91 $ o _N +/69.1 +f-68.4 +1-66.9 +!-fi6.0 +/6.2 Z 58 60 +1-68.2 +1-67.6 -/-68.0 -1-65.0 +/-64.2 •1-63.0 +1.61.91+1-61.21+1 m v 0 d 62 +/-67.5 +1-66.8 +1-65.2 +/-64.2 +1-63.3 +/-62.0 +/.60.91+1-60.21 m 6� p(n o c ll.l 64 +/-66.9 +/-66. +f-64.4 +l-63.4 +1-62.5 a/-61.2 +1-60.0 •s Yo W X 66 +1.66.3 +/-65.6 N-63.8 a1-62.7 -1-61.8 +1-60,4 1y 40 1=i y 68 +/-65.9 +/-65.2 +1-63.3 +1-62.2 +/-61.1 SHORT 70 +/-65.6 +l-64.9 +1-62.9 +J-61.7 SIDE w m 72 +/-65.d +/-64.6 +l-65.5 74 +/-65.3 +1-64A ® p a m N N 75.894 •/-65.2 O 1"NOM.GLASS STACK Z Li o SFr, (2)3116"OR 1/4"ANNEALED 314'NOM.GLASS STACK 03 -C _ 3116"OR 1/4"ANNEALED (2)3/16"OR 114-ANNEALED ��o� � OR TEMPERED GLASS 10 OR TEMPERED GLASS OR TEMPERED GLASS +a Y U 10 I 10 o Z Z w U 6 I g 6 3 3 / �� 318"NOM \ li If 3/8"NOM, O I 3/8"NOM. \'' �i iiAl ib1,�1 J�•�, 1 2 GLASS BITE 1 2 I GLASS BITE 1 2 GLASS BRE ,� l,�at �(`. •i 16 10 11 T��TSEE lz 16 47 EE SHEET 8 SHEET 8 - '= 1"I.G. GLAZING s6 t MONOLITHIC GLAZING DETAIL DETAIL FLANGE OR 3/4"I.G. GLAZING DETAIL ATa c`r FLANGE OR INTEGRAL FIN FRAME INTEGRAL FIN FRAME FLANGE OR INTEGRAL FIN FRAME "ot,,Q (FLANGE FRAME SHOWN) (INTEGRAL FIN FRAME SHOWN) (FLANGE FRAME SHOWN) "A evNN i(u.ER,'P.E. P.E. 58705 kLLATION DETAILS FOR FLANGE FRAMES 2X WOODBUCKSTRIP, SEE NOTE 2,THIS SHEET , EDGE DISTANCE - TYP.ANCHOR TYPE,EMBEDMENT EMBEDMENT _ 1/4"MAX CANTI EVERTOTAL ANCHOR CONCRETEICMU PER \ V ANCHOR WOOD BUCKSTRIP AND EDGE DISTANCE PER SHIM REQUIREMENT OR FRAMING,SEE—� SUBSTRATE,SEE TABLE 3,THIS SHEET 1 B I IOTE 2,THIS SHEET •� - *• I 0 LATION EXTERIOR DISTDANCE ON A EMBEDMENT I n I TYP.ANCHOR TYPE,EMBEDMENT CONCRETE/CMU PER l)ll AND EDGE DISTANCE PER CATION ANCHOR HOR REQUIREMENT — --- SUBSTRATE,SEE TABLE 3,THIS SHEET GH THE SME1f4"MAX TYP.ANCHOR TYPE, 1 SHIM EMBEDMENT AND EDGE INSTALLATION I 1 DISTANCE PER SUBSTRATE, I Ll SEE TABLE 3,THIS SHEET I�• EDGE OPTION C , .•DISTANCE INSTALLATION 10 INSTALLATION m ANCHOR ON TOP OF 18 OPTION C EXTERIOR VISIBLE LIGHT WIDTH=WINDOW BUCK WIDTH-1-11/16" \ 3) THE BEADING I INSTALLATION WINDOW BUCK WIDTH �+ ANCHOR ON TOP OF v TIP-TO-TIP WINDOW WIDTH EMBEDMENTWINDOW i .� 17 THE BEADING HORIZONTAL SECTION A-A BUCK HEIGHT r+— 1/4"MAX.SHIM #12 STEEL TIP-TO-TIP SELF-DRILLING TABLE 3: WINDOW SMS(GS),SEE HEIGHT VISIBLE 19 TABLE 3,THIS—� - Anehor Anchor Substrate Min.Edge Mln. LIGHT II SHEET Group Distance Embedment WINDOW A 114'410 SS Concrete(min.3.35 ksi) 1_f4" 1" BUCK ;I II INSTALLATION 18 CreteFlex Ungrouted CMU,(ASTM C-90) 2-1/2" 1-114" ;E,G 16- METHODS 1/4"Steel Ultracon Ungrouted CM U,(ASTM C-90) 1" 1-v4" INSTALLATION/ P.T.Southam Pine(SG=.55) 9/16" 13 " /8 ANCHOR B #12 Steel Screw Aluminum,BOB3-TS min. 3/B" 1/8" II 11 UNDERNEATH (G5) Steel Stud,Gr.33 min. 318" 0.0346"(20 Ga) THE BEADING A36 Steel 318" 1/8" .ANION �I II MIAMI-DADE APPROVED MULLION JN g _ 1/4'MAX SHIM 1/4"410 SS P.T.Southam Pine(SG=.55) 1" 1318" ANION / (SEE SEPERATE NOA),ALUMINUM, EXTERIOR CreteFlex Ungrouted CMU,(ASTM C-90) iOR STEEL FRAMING OR STEEL STUD. � NEATH T SEE SUBSTRATE PROPERTIES, V C 114"Steel Ullracon P.T.Southern Pine(SG-.55) ADING - } 2X WOOD BUCKSTRIP, TABLE 3,THIS SHEET Concrete(min.2.7 ksi) 1" 13lB" SEE NOTE 2,THIS SHEET CONCRETE PER EMBEDMENT ; ANCHOR PRODUCT REVISED • c REQUIREMENT as complying xith d=Flotlda • '• ° •° Buildurg Code • • • . . . . ,.,I,:;:;� Aeceptaace 1�a IG•o.�'D�.o3 TYP.ANCHOR TYPE,EMBEDMENT + - '; Revised : Date: - 'ra-m Duo Q� DISTANCE _�AND EDGE DISTANCE PER ( 1 :Ll,'f - ' ' B1 Rev stop: —�-I y 'I1%;: � <�O CHANGE THIS SUBSTRATE,SEE TABLE 3,THIS SHEET ��•v`r'`'- .�,`'• •:? JR 04/22/16 SHEET t�•• •• Revised W. Date: Revision: lvtiato'Safe Probat VERTICAL SECTION B-B - VVV NLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON TABLE 3 OF THIS SHEET.FOLLOW EMBEDMENT AND EDGE - :E LIMITS.ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. ?�Ir DeacrlpEton:_ - Drawn By: ® NRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 3,THIS SHEET.ALL WOOD BUCKS LESS THAN 144 THICK �. '. �I 6 - FLANGE FRAME INSTALLATION DETAILS J ROSOWSKI BE CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. t` 1070 TECHNOLOGY DRIVE ride: Date: UCKS DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER.IX AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO ,••S'�)"•' N. VENICE, FL 34275 FIXED WINDOW INSTALLATION GUIDELINES 4/01/11 LY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE "' P.O. BOX 1529 .R OR ARCHITECT OF RECORD. NOKOMIS: FL 34274 Series/Model: Srnle: Sheat: Drawing No. Rev: A.LYNN MILLER,P.E. .E LIGHT WIDTH OR HEIGHT(ALSO REFERRED TO AS DAYLIGHT OPENING)IS MEASURED FROM BEADING TO BEADING. P.E.#58705 CERT. OF AUiH. X29296 PW-220 NTS 3 OF 8 MD-PIA/920-01 Ci ILLATION DETAILS FOR FIN FRAMES EDGE EDGE DISTANCE EDGE DISTANCE -�{ - EDGE DISTANCEIs- 1/4"MAX SHIM 114"MAX SHIM II... DISTANCE 2X WOOD BUCKSTRIP OR FRAMING, ` SE WOOD BUCKSTRIP,THISSET FRAMING, SEE NOTE 2,SUBSTRATE-APPROPRIATE I SEE NOTE 2,THIS SHEET HORIZONTAL SECTION C-C r. EMBEDMENT 1H ' YP.ANCHOR TYPE, _ ZX WOOD BUCKSTRIP OR ?DMENT AND EDGE EDGE I FRAMING,SEE NOTE 2, I 2 INSTALLATION E PER SUBSTRATE,� DISTANCE ! THIS SHEET I � B 03LE 4,THIS SHEET - 10 17 �� OPTION E EXTERIOR EDGE INSTALLATION \ EMBEDMENT �-- DISTANCE OPTION D --- - -_---— /I ANCHOR A (NAIL) INSTALLATION EMBEDMENT II I THROUGH THE FIN ANCHOR(SCRE�— ` THROUGH THE FIN I 1/4"MAX SHIM j �L_ s TYP.ANCHOR TYPE. / 3 \_ EMBEDMENT AND EDGE --- TYP.ANCHOR TYPE, 1p DISTANCE PER SUBSTRATE, EMBEDMENT AND EDGE_--.__ EXTERIOR DISTANCE PER SUBSTRATE, SEE TABLE 4,THIS SHEET SEE TABLE 4,THIS SHEET VISIBLE LIGHT WIDTH=WINDOW BUCK WIDTH-1-11/16^ JDOW �I 17 ) rte— WINDOW BUCK WIDTH JCK I , WITH FINS REMOVED IGHT l E-- jI �^ 1/4"MAX.SHIM VISIBLE Ij I -'..19 MULLION SECTION _ #10 STEEL --.-- LIGHT II SELF-DRILLING- 16 __- MIAMI-DADE APPROVED MULLION, HEIGHT= -- (SEE SEPERATE NOA),MAY BE WINDOW SMS(GS) VERTICAL OR HORIZONTAL.MAX. ) - iIE�U EXTERIOR BUCKI n HEIGHT- jl f 114"SHIM.SEE SUBSTRATE V 1-11116" II --• PROPERTIES,TABLE 4,THIS SHEET. 1 8 Y16 EXTERIO1/4^MAX , TABLE 4: i SHIM Min.Edge Min. ALUMINUM/STEEL FRAMING OR STEEL Anchor Substrate Distance Embedment STUD.SEE SUBSTRATE PROPERTIES, 2-1IT'x.113"Box Nail P.T. uthem Pine(SG=.55) 5116" 2-7116" 16 --- ---I EDGE TABLE 4,THIS SHEET. 2-1/2"x.131"Common Nail P.T.Southern Pine(SG=.55) 316' 2-7116" _ DISTANCE 2-1f2"x.145"Roofing Nall P.T.Southam Pine(SG=.55) 318" 2-7/18" TYP.ANCHOR TYPE, —� ,� P.T.Southern Pine(SG=.55) 7/16" 1-316" 3EDMENT AND EDGE :/�� EDGE DISTANCE Aluminum,6063-T5 min. 316' 116" CE PER SUBSTRATE, #10 Steel SMS Steel Stud,Gr.33 min. 318" 0.0346"(20 Ga) (ABLE 4,THIS SHEET - PRODUCT REVISED A36 Steel 318" 1/B' as ODUCT with the Florida EMBEDMENT Building Code NSTALLATION e.p nfwmt a --I ,\'' t-,r L'fJ di,%(;r��•i. Revised By: Dote: Rev's110: '- OPTION E ( tJ0&ANGE THIS By INSTALLATION VERTICAL SECTION D-D :' ;;�.-•• ::'`> '-; JR 04/22/16 SHEET Miam Dede heduct ANCHOR(NAIL) Revised By. Date: Revision: THROUGH THE FIN Drawn 8y: sY:- Descriptions FIN FRAME INSTALLATION DETAILS J ROSOWSKI J' ••' �• 1070 TECHNOLOGY DRIVE Title: Dote: ,�-�� )NLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON TABLE 4 OF THIS SHEET.FOLLOW EMBEDMENT AND EDGE `�� .,- N. VENICE, FL 34275 FIXED WINDOW INSTALLATION GUIDELINES 4/01/11p,0. BOX 1529 :E LIMITS.ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. NOKOMIS, FL 34274 Serres/Model: Scafe: Sheet: Drawing No. Rev: _E LIGHT WIDTH OR HEIGHT(ALSO REFERRED TO AS DAYLIGHT OPENING)IS MEASURED FROM BEADING TO BEADING. AJ LYNIliMiLLER,P.E. CERT. OF AUTH. #29296 PW-220 NTS 4 OF 8 MD-PW220-01 C P.E.#58705 5; PRODUCT RE V1SED !mum Anchor Spacing Allowed, In Glass:3116"or 114"Annealed Glass,Monolithic or Insulated Frame: Square or Rectangular `s complying with in.Ronda P 9 � ) 4 9 Building Cuda Acceptance 1Vo)�•OSo ryOn,3 ong Side(in)b 53.67 55 57 60 62 65 68 72 75 80 64 90 96 102 110 120 130 144 145 L':cpiratien By mchorGroup b AC A C A C A C A,B&C A,B&C A,B&C A,B&C A,B&C A,B&C A,B&C A,B&C A,B&C A,B&C A,B&C A,B&C A,B&C A,B&C A,B&C Miami eProdvctCont>�1 19 Short Side 16 16 16 16 16 161 16 1 16 1 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 Long Side 16 16 1 16 1 16 16 16 1 16 1 161 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 Short Side 16 161 16 1 16 16 18 1 16 j 161 16 16 16 16 16 16 16 18 16 16 16 16 16 16 C..) 20 Long Side 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 rc Short Side 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 ?> r 22 Long Side 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 15 16 16 16 16 Q O` w C7 Short Side 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 �, o z CV 24 Long Side 16 16 16 16 16 16 16 16 16 16 16 18 16 16 16 16 16 16 16 18 (j j c c qhd.ee 16 16 16 16 16 16 16 tfi 16 16 16 16 16 16 16 16 16 16 16 c •-5 0 (] a 26 16 16 16 18 16 16 16 16 16 16 16 18 16 16 16 16 16 16 16e 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 � �28 e 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 =30 e 16 16 16 18 16 16 16 16 16 16 16 18 16 16 16 16 16LU co W e 16 16 16 16 16 16 18 18 16 16 16 16 16 16 16 16 16 Z 11JZ oe 16 16 16 16 16 16 16 18 16 18 16 16 18 16 16 18 2 rn J oe 16 16 16 16 16 16 16 16 16 16 16 16 15 16 16 18 `2 ii Q Q Short Side 16 16 16 16 16 16 16 16 16 16 16 16 16 18 16 ,AO " ~ SZ34 fJ7 Long Side 18 16 16 16 16 16 16 16 16 16 16 18 16 18 16 Z z e Z hid 16 16 16 16 16 16 16 16 16 16 16 16 16 16 CO o 36 v � Long Side 16 16 16 16 16 16 16 16 15 16 16 16 16 16 Q Short Side 16 16 16 16 16 16 16 16 16 16 16 16 1s CV IL O 38 N Long Side 16 16 16 16 16 16 16 16 16 16 16 16 16 C14 50 Short Side 16 16 16 16 15 16 16 16 16 16 16 16 O 'o CV Long Side 16 16 16 18 16 16 16 16 18 1fi 16 10 ` e a2 short side 16 16 16 16 16 16 16 16 16 16 1s 0 w q G- Long Silo 15.9 16 16 16 16 16 16 16 16 16 16 '� o Q x 4 64 Short Side 16 16 16 16 16 16 16 16 16 16 Long Side 15.41 16 15.6 16 16 16 16 16 16 16 Short Side 16 16 16 16 16 16 16 16 16 2 0 46 Long Side 14.9 16 15.2 16 15.5 16 16 16 16 ® N mr, m 98 Short SideJ- 16 16 16 16 16 16 16 n Lon Side 14.7 16 15.1 16 15.6 16 Short Side 16 16 16 16 z m N 50 Long Side 14.2 16 14.6 16 "52 Short Side 18 16 b a oO Long Side 13.7 18 Z 3 7 Short SideLong Side l TABLE DIMENSIONS MAY BE THIS TABLE FOR ALL SQUARE OR RECTANGULAR WINDOWS THAT ARE :D WITH ANNEALED GLASS. ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. I SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT LONG ISION SHOWN ON THE TABLE. SIDE E~ LONG SIDE t ARCHITECTURAL SHAPE WINDOWS,USE THE TABLES ON SHEET 7. i WINDOW WIDTH AND HEIGHT MAY BE REVERSED TO OBTAIN A MORE SHORT RATE RESULT FROM THE TABLE(SEE FIGURE,THIS SHEET). SIDE TO-TIP DIMENSIONS FOR FLANGE WINDOWS SHOWN.FOR FIN WINDOWS OR SHORT SIDE `` •,P'E' DIMENSIONS,SUBTRACT 1'. SIDE A. : I 705 PE# 6: PRODUCT REVISED num Anchor Spacing Allowed,(in) Glass:3116"or 114"Tempered Glass,Monolithic or Insulated Frame:Square or Rectangular az complying avilh the Ple;idd Long Sid.0n)b 75.894 1 77 1 80 82 1 84 1 87 1 90 92 1 96 1 99 Building Gide Anchor Group 4 A B C A B C A B C A B C A B C A B C A B C A B C A B C A 8 C Acceptenco No I6' 03 39 Short Side 10.5 6.0 f .0 1 . 16.0 16.0 0. 16.0 16.0 10.8 6.0 1 1 .0 10.9 16.0 6.0 11.0 1.0 16.0 11.2 1 00 16. 10.0 11.4 16.0 .0 11.5 16.0 16.0 RxPlra;ttun Data �/l) Lang Side 9.1 13.8 i6.D 9.1 13.9 16.0 9.2 14.1 16.0 9.3 74.2 16.0 9.4 14.3 18.0 9.5 14.4 16.0 9.6 14.6 76.0 9.6 14.7 16.0 9.7 14.8 16.0 9.8 14.9 16.0 Short Side 10.3 16.0 16.0 10.4 16.0 16.0 10.6 16.0 16.0 10.7 16.0 1 16.0 10.8 16.0 16.0 10.9 16.0 16.0 11.0 16.0 16.0 11.1 16.0 16.0 11.3 16.0 16.0 11.4 16.0 16.0 Mn y. 40 J.h Side 9.0 13.7 18.0 9.0 13.8 16.0 9.2 13.9 16,0 9.2 14.1 16.0 9.3 142 16.0 9.4 14.3 16.0 9.5 14.5 16.0 9.6 14.6 16.0 9.7 14.7 16.0 9.8 14.8 76.(1 �3inali:.;vile t'mfirai CO!1 42 Side 10.0 16.0 16.0 10.1 16.0 16.0 10.J 16.0 16.0 1DA 16.0 16.0 10.5 16.0 16.0 10.6 16.0 16.0 10.7 16.0 i&0 10.8 16.0 16.0 11.0 16.0 16.0 11.1 16.0 16.0 Side 8.8 13.5 16.0 8.9 13.5 16.0 9,0 13.7 16.0 9.1 13.8 16.0 9.2 13.9 16.0 9.3 14.1 16.0 B.4 14.3 76.0 8.4 14.4 16.0 9,5 14.5 16.0 9.6 14.7 16.0 44 Side 9.8 16.0 16.0 9.0 16.0 16.0 10.0 16.0 16,0 10.1 16.0 16.0 102 16.0 16.0 10.3 16.0 16.0 10.5 16.0 16.0 10.6 16.0 16.0 10.7 16.0 16.0 10.8 16.0 16.0 Side 8.7 13.2 18.0 8.7 13,3 16.0 8.9 13.5 16.0 8.9 13.8 16.0 9.0 13.7 16.0 9.1 13.9 16.0 9.2 14.1 16.0 9.3 14.1 15.0 9.4 14.3 16.0 9.5 14,5 18.0 _ 46 Side 9.5 15.6 16.0 9.6 15.7 16.0 9.7 16,0 16.0 9.8 16.0 16.0 9.9 16.0 16.0 10.1 15.0 16.0 10.2 16.0 16.0 10.3 16.0 16.0 10.5 16.0 16.0 10.6 16.0 16.0 V Side 8.5 13.0 16.0 8.6 13.0 16.0 8.7 I3.3 16.0 8.8 13.4 16.0 8.9 13.5 16.0 &0 13.7 16.0 9.1 13.8 16.0 9.2 13.9 16.0 9.3 14.1 16.0 9.4 14.3 16.0 NOTES (n ` ¢ 4B Slde 9.2 15.1 16.0 9.3 15.2 16.0 9.5 15.5 16.0 9.6 15.7 16.0 9.7 15.9 16.0 9.9 16.0 16.0 10.0 16.0 16.0 10.1 16.0 16.0 10.3' 16.0 16.0 10.4 16.0 16.0 r Side 8.4 12.7 16.0 8.4 12.8 16.0 6.6 13.0 16.0 8.6 132 16.0 8.7 13.3 16.0 8.S 13516.09.0 13.6 16.0 9.0 13.7 16.0 9.2 13.9 16.0 9.3 14.1 16.0 1)USE THIS TABLE FOR ALL SQUARE OR 0 O W ORECTANGULAR WINDOWS THAT ARE Q W r Side 9.0 14.6 16.0 9.1 14,7 16.0 9.3 15.1 16.0 9.4 15.3 16.0 9.5 15.4 16.0 9.6 It 16.0 9.8 16.0 18.0 9.8 16.0 16.0 10.0 16.0 16.0 10.2 16.0 16.0 GLAZED WITH TEMPERED GLASS. SS ° _Z O Sidc 8,2 12.5 16,0 8.3 12.6 16.0 8.4 12.8 16.0 8.5 12.9 1fi.0 B.6 13.1 16.0 B.7 13.3 16.0 8.8 13.4 16.0 8.9 13.5 16.0 9.0 73.8 16.0 9.1 13.9 16.0 m'Q o J N 52 Stile 8.8 14.2 16.0 8.8 P122.3 16.0 9.0 14.6 16.0 9.1 14.8 1fi.0 9.J 15.0 76.0 9.4 15.3 16.0 9.6 15.5 16.0 9.7 15.7 18.0 9.8 16.0 16.0 10.0 16.0 76.02)FOR SIZES NOT SHOWN,ROUND UP TO e W Side 8.0 122 16.0 8.1 16.0 8.2 12.6 16.0 8.3 12.7 16.0 8.4 12.8 16.0 8.6 13.0 16.0 8.7 13.2 16.0 &8 13.3 16.0 8.9 13.6 16.0 9.0 13.7 16.0 Side 8.5 13.7 16.0 8,6 16.0 8.8 14.2 1&0 8.9 14.4 16.0 9,0 14.6 16.0 9.2 14.9 16.0 9.4 15.1 18.0 9.5 15.3 16.0 9.6 15.8 16.0 9.5 16.9 16.0 THE NEXT AVAILABLE WIDTH OR HEIGHTo c IlS4 Long Side 7.9 12.0 16.0 7.9 16.0 8.1 12.3 16.0 8.2 12.5 16.0 8.3 12.6 76.0 8.4 t2.8 16.0 6.6 13.D 16.0 8.6 13.1 16.0 8.8 13.4 78.0 8.s 13.5 16.0 DIMENSION SHOWN ON THE TABLE, In cShod Slde 8.3 13.3 18.0 5.4 16.0 8.6 13.8 16.0 8.7 14.0 16.0 8.8 142 16.0 9.0 14.5 16.0 9.2 14.8 16.0 9.3 14.9 16.0 9.5 15,2 16.0 9.6 15.5 18.0 ;56 Long Side 7.7 11.7 16.0 7.8 16.0 7.9 12.1 16.0 8.0 12.2 16.0 B.1 124 16,0 8.3 126 16.0 8.4 128 16.0 &5 12.9 16.0 8.7 132 I60 8.8 13.3 16.0 3)FOR ARCHITECTURAL SHAPE WINDOWS, Q Q58 Shad Side 8.1 129 16.0 8.2 16.0 8.4 13.4 16.0 8.5 13.6 16.0 8.6 13.8 16.0 8.8 14.1 16.0 9.0 14.4 16.0 9.1 14.6 16.0 9.3 14.9 16.0 9.4 15.1 16.0 USE THE TABLES ON SHEET 7. F., ��Jttj� Z Long Side 7.6 11.5 15.7 7.6 11.6 15.8 7.8 11.9 16.0 7.9 12.0 16.0 8.0 122 16.0 5.1 124 16.0 8.3 126 16.0 8.4 12.7 16.0 8.5 13.0 16.0 8.8 13.1 16.0 W 1- V O 00 Short Side 7.9 126 16.0 8.0 127 15.0 8.2 13.0 16.0 8.3 13.3 16.0 8.5 13.5 16.0 S.6 13.8 16.0 8.8 14.0 16.0 8.9 14.2 16.0 9.1 14,5 16.0 4)THE WINDOW WIDTH AND HEIGHT MAY Z w Q fl BD Long Side 7.4 11.2 15.3 7.5 11.4 15.5 7.6 11.6 15.8 7.7 11.8 16.0 7.9 12.0 16.0 8.0 122 16.0 8.1 12.4 16.0 8.2 12.5 18.0 8.4 12.8 16.0 BE REVERSED TO OBTAIN AMORE S= 11. Short Side 7.7 12.2 16.0 7.8 12.3 76.0 5.0 12.7 16.0 8.1 12.9 16.0 8.3 13.1 16.0 8.4 13.4 16.0 8.6 13.7 76.0 8.7 13.9 15.0 ACCURATE RESULT FROM THE TABLE Lon Sid. 72 11.0 15.0 7.3 11.1 15.1 7.5 11.4 15.5 7.6 11.6 15.8 7.7 11.7 16.0 7.9 12.0 16.0 8.0 12.2 16.0 8.1 12,3 16.0 (SEE FIGURE,THIS SHEET). '-U c W ¢ y Short Side 7.5 11.9 16.0 7.6 12.D 16.0 7.8 12.3 18.0 7.9 12.6 1&0 8.1 12.8 16.0 6.3 13.1 16.0 8.4 13.4 18.0 uO •�°-' 64 Long Side 7.1 10.8 14.7 7.1 10.9 14.8 7.3 172 15.2 7.5 71.3 15.4 7.6 11.5 15.7 7.7 11.9 16.0 7.9 12.0 16.0 5)TIP-TO-TIP DIMENSIONS FOR FLANGE CZ (n 66 Short Side 7.3 11.5 16.0 7.4 11.7 16.0 7.6 12.0 16.0 7.0 122 16.0 7.9 12.5 16.0 8.1 128 16.0 WINDOWS SHOWN.FOR FIN WINDOWS OR z Z o F- Lon9 Side 6.9 10.5 14.3 7.0 10.6 14.5 7.2 10.9 14.9 7.3 11.1 15.1 7.4 11.3 15.4 7.6 11.5 15.7 BUCK DIMENSIONS,SUBTRACT 1". O ti Z Shat Sidej6.71 .2 15.6 7.2 11.3 16.0 7.4 11.T 16.0 7.6 17.9 16.0 7.7 122 16.0 ` U 68 Long Side .3 14.0 6.8 10.4 14.1 7.11 10.7 14.6 7,2 10,914.8 7.3 11.1 15.1N aO 70 Short Side .9 15.3 7.0 11.0 15.5 7.2 11.4 16.0 7.4 71.6 16.0 Lang Side .0 13.7 6.7 10.1 13.8 6.9 10.5 14.3 7.0 10.7 14.s TABLE DIMENSIONS MAYBE 'cr ° Z 72 Short Side .6 14.8 8.8 10.7 15.1 6.7 10.5 14.8 ORIENTEDVERTICALLY ORO NLong Slde 8 13.3 6.5 9.9 13.5 6,4 9.8 13.3 Nshort side .2 14.4 6.6 10.4 14.s HORIZONTALLY AS SHOWN. = Q74 Long Side 5 73.0Short Side .0 13.9 U W 5.894 Long Side 6.4 10.0 13.9 LONG SIDE -� �' °°'Z a x •c oc K �Q I'LL rn 6,CONT.: SHORT ® n N SIDE a Q,a cO1`t mum Anchor Spacing Allowed,(in) Glass:3/16"or 114"Tempered Glass,Monolithic or Insulated Frame:Square or Rectangular Long Side On) 102 1 108 1 110 115 120 125 130 137 1 144 1 145 �- AnchorGroup b A B C A B C A B C A B C A B C A B C A B C A B C A B C A e C Z L O r` 39 Short Side 11.6 6.0 16.0 11.7 16.0 7 .0 17.9 16.0 16.0 12 o 16.o 16.0 12.1 16.0 -1-6.6- .2 18.0 16.0 12.3 16.0 16.0 12.5 6.0 .0 12.6 16.0 16.D 12.6 16.0 18.0 =U m ai Long Side 9.9 15.0 16.0 10.0 15.2 16.0 f0.1 15.3 16.0 10.1 15.4 16.0 10.2 15.6 16.0 10.3 15.7 16.0 10.4 15.8 16.0 10.5 15.9 16.0 10A 16.0 16.0 10.6 18.0 16.0 40 Short Side 71.5 16.0 16.0 71.6 16.0 16.0 11.7 16.0 16.0 11.8 16.0 16.0 12,0 16.0 16.0 12.1 16.0 16.0 12.2 16.0 T 12.3 16.0 16.0 12.5 16.0 16.0 d y Long Side &5 15.0 16.0 &9 15.1 1&0 10.0 15.2 16.0 10.1 15.4 16.0 10,2 15.5 16.0 10.3 15.6 16.0 10.3 15.7 16.0 10.4 15.9 16.0 10.5 16.0 16.D r'Z Z 42 Short Sid. 11.2 16.0 16.0 11.3 16.0 76.0 11.4 16.0 16.0 11.6 16.0 16.0 11.7 16.0 16.0 17.8 16.0 16,0 11.9 15.0 16.0 12.1 16.0 16.0 LONG U Long Side 9.7 14.8 16.0 9.8 14.9 16.0 9.9 15.0 16.0 10.0 15.2 16.0 10.1 15.3 16.0 10.2 15.5 16.0 10.2 15.6 16.0 10.3 15.7 16.0 SIDE Shat Side 10,9 16.0 16.0 11.1 18.0 16.0 11 2 16.0 16.0 11.3 16.0 16.0 11.5 16.0 16.0 11.6 16.0 16.0 11.7 16.0 16.0 44 Long Side 9.6 14.6 16.0 9.7 14.7 16.0 9.8 14.8 16.0 9,9 15.0 16.0 10.0 15.2 16.0 10.1 15.3 16.0 10.2 15.4 18.0 1;�Pli�i rv;-4 Short Side 10.7 16.0 16.0 10.8 16.0 16.0 11,0 16A 16.0 11.1 16.0 16.0 11.3 16.0 16.0 11.4 16.0 16.0 ```. \ ••"' u' Long Side 9.5 14.4 16.0 9.6 14.6 16.0 9.7 14.7 16.0 9.8 14.9 16.0 9.9 15.0 18.0 10.D 15.2 78.0 _ Short Side 10.5 16.0 16.0 10.6 16.0 16.0 10.8 16.0 16.0 10.9 16.0 16.0 11.0 _ 48 lnng Side 9.3 14.2 16.0 9.5 14.4 16.0 9.6 14.5 16.0 9.7 I 14,7 16.0 9.8 14.9 16.0 - ='i ti Short Side 10.3 16.0 16.0 10.4 16.0 16.0 10.6 16.0 18.0 10.7 16.0 16.0 SHORT 50 Lonp Side 92 74.0 18.0 9.3 14.2 16.0 9.4 14,4 16A 8.6 14.6 16.0 SIDE •-- Short Side 10.1 16.0 16.0 10.2 16.0 18.0 10.4 18.0 16.D 52 Long-Sid. 9.1 13.9 16.0 9.2 14.0 16.0 9.3 14,2 16,0 - Short Side 9.9 16.0 16.0 10.0 78.0 15.0 •� OI Long Side 9.0 13.7 16.0 9.1 13,9 16.0 '..1 •. %i. a Short Side 9.7 15.7 16.0 .:t�._1`,`,_1`�, Long Side 8.9 13.5 16.0 A,I.YNW ILLER,P.E. P.E.p 68705 ILE 7: 'PODUCT REVISED odmum Anchor Spacing Allowed for all Frame Types,(in) Glass:3116"or 1/4"Annealed Glass,Monolithic or Insulated Frame:Architectural Shapes nr.co:nPlying with the Florida; ,ng Side(In)b 53.665 55 57 1 60 1 62 65 68 72 75 1 80 11 90 96 102 110 120 130 144 145 i3uilding CadC Acceptance No 16'O 5 0,'3 C:�piralign Data �J mho,G,mp A BCS A BC8 A BC8 A BC A.BSC ABBC A•BSC A,BSC A,BSC ABBC A,BSC A,BSC A,BSC A,BSC A,BSC A,BSC A.BSC ABBC ABBC 1�/') 19 16 16 16 16 16 16 16 16F---- is 16 16 1s 16 16 16 16 16 16 16 16 16 16 16 Gt :.7'e;unt:a Product Central 20 16 16 16 16 10 16 16 16 16 16 16 16 10" 16 16 16 16 16 16 16 16 22 16 t6 16 16 16 18 16 16 16 18 1fi 16 16 16 16 16 16 16 16 16 24 16 is 16 16 16 16 16 16 16 t6 16 16 16 16 16 16 16 16 16 26 18 16 16 16 16 18 16 10 18 16 76 16 16 1G 16 1G 16 16 28 ie 16 16 18 16 16 16 16 16 16 16 16 i6 16 16 16 i630 16 16 16 16 16 16 16 16 18 16 16 1632 16 16 16 16 16 16 16 16 16 18 16 15 16 is 16 ?4 16 16 16 16 16 16 16 16 16 16 16 16 16 16 NOTES 0 O t1.1 9i 36 16 16 16 16 18 16 16 16 16 16 18 16 16 16 3B 16 16 16 16 16 1s 1s 16 is 16 1s is 1s 1)USE THESE TABLE FOR ALL ARCHITECTURAL u z N 4D 16 1s 16 is 16 1s 16 16 16 16 16 16 SHAPE WINDOWS.TABLE 7 IS TO BE USED FOR ( ° J j 42 t5.9$. 1 161S. t6 16 16 16 16 16 ANNEALED GLASS;TABLE 8 IS TO BE USED FOR ° i LLI d> 44 15.4 16 16 1s 7c 16 TEMPERED GLASS. '3048 14.9 16 16 16 16 46 t4.4 1s 15 s2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT50 13.4 t6 AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN = O52 13.4 ON THE TABLE. W 53.665 15.2 O LL 3)FOR SQUARE OR RECTANGULAR WINDOWS,USE U W W I- LL TABLES ON SHEETS 5 OR 6. Q Q J '0 3LE 8: -- 4THE WINDOW WIDTH AND HEIGHT MAY BE cU u = J y~ txlmum AnchorSpacing Allowed for all Frame Types,(In) Glass:3116"or 7!4"Tempered Glass,Monolithic or Insulated Frame:Architectural Shapes ) s0 .$ Cn REVERSED TO OBTAIN A MORE ACCURATE RESULT .ong Side On)C 75.894 77 80 82 84 87 90 92 96 99 FROM THE TABLE(SEE FIGURE,THIS SHEET). o;Z (9 fn n ,nchor Group C A B C A 6 C A B C A S C A B C A B C A B C A B C A B C A B C 5)USE THE SPACING SHOWN ON THE TABLES FOR (p U Z y Z 39 9.7 13.0 16.0 9.1 13.9 16.0 9.2 74.1 16.0 9.3 14.2 16.0 9.4 14.3 t6.0 9.5 14.4 16.0 9.6 14.8 18.D 9.6 14.7 16.0 9.7 14.8 16.0 9.8 14.9 16.0 THE ENTIRE WINDOW FRAME. r s 4D 9.0 13.7 16.0 9.0 13.8 16.0 9.2 13.9 16.0 9.2 14.1 16.0 9,3 14.2 16.0 9.4 14.3 16.0 9.5 14.5 16.0 9.6 14.5 16.0 9.7 14.7 16.0 9.8 14.8 16.0 04 [ 0 42 6.8 13.5 16.0 8.9 13.5 16.D 9.0 13.7 16.0 9.1 13.8 16.0 9.2 13,9 18.0 9.3 14.1 16.0 9.4 14.3 16.0 9.4 14.4 16.0 9.5 14.5 16.0 9.8 14.7 16.0 6)TIP-TO-TIP DIMENSIONS FOR FLANGE WINDOWS N 44 8.7 13.2 18.0 8.7 13.3 16.0 8.9 13.5 18.0 8.9 13.6 16.0 9.0 13.7 16.0 9.1 13.9 16.0 9.2 14.1 16.0 9.3 14.1 16.0 9.4 14.3 18.0 9.5 14.5 16.0 SHOWN.FOR FIN WINDOWS OR BUCK DIMENSIONS, o Z CV 46 8.5 13.0 16.0 8.6 13.0 16.0 8.7 13.3 16.0 8.8 13.4 16.0 8.9 13.5 16.0 9.D 13.7 16.0 9.1 13.8 18.0 9.2 13.9 ifi.0 9.3 74.1 18,0 9.4 14.3 18.0 SUBTRACT 1". ° g O j CV 40 8.4 12.7 16.0 8.4 12.8 16.0 8.6 13.0 18.0 8.6 13.2 16.0 8.7 13.3 16.0 6.8 13.5 16.0 9.0 13.6 16.0 9.0 13.7 16.0 9.2 13.9 18.0 8.3 14.1 16.0 _TT ? T 50 8.2 12.5 16.0 8.3 12.8 16.0 8.4 12.8 18.0 8.5 12.9 18.0 6.6 13.1 16.0 0.7 13.3 18.0 8.8 13.4 18.0 6.9 73.5 16.0 9.0 13.8 16.0 9.1 13.8 16.0 TABLE DIMENSIONS MAY BE 7 b a= LO 52 8.0 12.2 16.0 8.1 12.3 16.0 8.2 12.6 16.0 8.3 12.7 18.0 6.4 12.8 16.0 8.6 13.0 18.0 8.7 13.2 16.0 8.8 13.3 16.0 8.9 13.6 18.0 9.0 13.7 16.0 ORIENTED VERTICALLY OR I m a '�V W G-' 54 7.9 12.0 16.0 7.9 12.1 16.0 8.1 12.3 16.0 6.2 12.5 16.0 8.3 12.6 16.0 8.4 128 16.0 8.6 13.0 16.0 8.6 13.1 16.0 as 13.4 16.0 8.9 13.5 16.0 � � y Z 56 7.7 11.7 i6.0 7.8 11.8 18.0 7.9 12.1 16.D 8.0 122 18.0 8.1 12.4 16.0 8.3 12.6 16.0 8.4 12.8 16.0 8.5 129 16.0 8.7 13.z 16.0 8.8 13.3 16.0 HORIZONTALLY AS SHOWN. Q y 58 7.6 11.5 15.7 7.8 11.6 15.8 7.8 11.9 16.0 7.8 12.0.16.0 8.0 12.2 16.0 8.1 124 16.0 8.3 12.6 16.0 8.4 12.7 16.0 8.5 t3.0 16.0 0.6 13.1 16.0 / LONG 60 7.4 11.2 15.3 7.5 11.4 15.5 7.6 11.6 15.8 7.7 i1.e 18.0 7.9 12.0 16.D 8.0 122 18.0 8,1 12.4 16.0 8.2 12.5 16.0 8.4 726 18.0 SIDE 62 7.2 11.0 15.0 7.3 11.1 15.1 7.5 17.4 15.5 7.6 11.6 15.8 7.7 11.7 16.0 7.9 120 18.0 6.0 12.2 16.0 8.1112.3116-01 �--- LONG SIDE 2,r1 m 64 7.1 10.8 14.7 7.1 16.9 14.8 7.3 11.2 i5.2 7.5 11.3 15.4 7.8 11.5 15.7 7,7 11.8 78.0 7.9 12.0 16.0 ® p a N N 66 8.9 10.5 14.3 7.0 10.6 14.5 7.2 10.9 14.9 7.3 11.1 15.1 7.4 11.3 15.4 7.6 11.5 15.7 m 68 6.7 10.3 14.0 6.8 10.6 14.1 7,0 10.7 14.6 7.2 10.9 14.8 7.3 11.1 15.1 SHORT \ J n ab 70 8.8 10.0 73.7 6.7 1D.1 13.8 89 10.5 14.3 7.0 10.7 14.5 SIDE \ - --' O X ' 72 6.4 19.8 13.3 6.5 9.9 13.5 6.4 9.8 13.3 + SHORT _ m ni a 74 6.3 1 9.5 13.0 6.3 9.7 13.2 1 ~1 SIDE w O--E p 75.894 6.4 10.0 13.9 >o 0 oZ z U 3LE 8,CONT.: , aximum Anchor Spacing Allowed for all Frame Types,(in) Glass:3116"or 1/4"Tempered Glass,Monolithic or insulated Frame:Architectural Shapes I I .ong Side On)U 102 106 110 115 120 125 130 137 144 145 4nchor Group b A B C A B C A 8 C A B C A 8 C A B C A B C A B C A 8 C A B C `' 39 9.9115.0116.0110.0115.216.0 0. 15.1 16.0 10.1 .4 16.0 10.2 75.6 16.D 1D. 5.7 8.0 X0.4 15.8 16.0 10.5 15.9 16.0 110.2116- 18.0 10.8 6. 16.0 _ 40 9.8 15.0 16.0 9.8 15.1 16.0 10,0 15.2 18.0 10.1 15.4 16.0 10.2 15.5 16.0 10.3 15.6 16.0 10.3 15.7 18.0 10.4 15.9 16.0 10.5 16.0 76.0 _ tiC•"1?'r` '".. 42 9.7 14.8 16.0 9.8 14.9 18.0 9,9 15,0 18.0 10.0 15.2 16.0 10.1 15.3 16.0 10.2 15.5 16.0 10.2 15.8 16,0 10.3 15.7 16.0 44 9.6 14.6 16.0 9.7 14.7 16.0 9.8W14.9ie.o 9.9 15.0 16.0 10.0 15.2 16.0 10.1 15.3 18.0 10.2 15.4 18.0 _ - 46 9.5 14.4 16.0 9.8 14.6 16.0 9.7 9.8 14.8 18.0 9.9 15.0 16.0 10.0 152 18.0 s'48 9.3 14.2 16.0 9,5 14.4 16.0 8.8 9.7 14.7 160 98 14.916.0 50 B.2 14.0 18.0 9.3 14.2 16.0 9.49.6 14.652 B.1 13.9 16.0 9.2 14.0 18.0 9.3 „�'• r�L 0121`1':•' �^,;'`' ',t7r�'•. .. �, 54 9.0 13.7 16.0 9.1 13.9 16.0 •i�-�'.'•I w��; 56 8.9 13.5 16.0 A.L`RM4; I1LLER,P.E. P.E.#58705 2.000" -� --1 rF .Ofi2" 90e CORNER ANGLED/CURVED. 90e CORNER ANGLED/CURVED ^644" FRAME FRAME FRAME FRAME soca" V ASSEMBLY �� I ASSEMBLY ASSEMBLY I ( ASSEMBLY r`7c�, 9 .062" 1 D If O FLANGE FRAME / v I��t 6063-T52 ALUMINUM fit 2.000" ji/ j1411 }I 1 4'j �i .844" 1 t .344" 282' 14 15 I / 2 I 14 15 MITERED FRAME i / 1.125' MITERED FRAME 1 WITH FRAME WITH FRAME WELDS AT .050" WELDS AT SCREW BOSSES I SCREW BOSSES , rr O INTEGRAL FIN FRAME ASSEMBLY DETAILS FOR FLANGE FRAMES ASSEMBLY DETAILS FOR FIN FRAMES 2 6063-T52 ALUMINUM -_-- -- TABLE 9: tl .735" 1- SILICONE HOT-MELT BUTYL STRUCTURAL Item PGT PGT Lletcdpeon .500" # DNS# Parti! .055" STRUCTURAL SILICONE 3/16"NOM. 1 502 68342 Range Flame POLYISOBUTYLEN 1/4"NOM. � GLAZING BEAD WITH DESICCANT i WITH 2 521 69097 Integral Fin Frame 3 6063-T5 ALUMINUM DESICCANT 3 503 61168 Glazing Bid EXT.GLASS EXT.GLASS 4 See thus Ktxnmeding 4SG TPS Spacer System 5 Sheet Ouanex Super Spacer OT with Hot Meft Butyl 6 for puanec Duraseal 7 Materials Cardinal X.Edge Spacer INT.GLASS 8 Dav899Silicone,orEquKelern INT.GLASS 9 569 705890 Gasket(at 90"comerjoints) 10 1208 61308K Closed Cell Foam Tape KODISPACE SUPER 11 1052 71052K Setting Block 1115'x 3f4"x t" O4SGTPS �SPACER�NXTTM 12 1265 7`12651K Setting Block 1/16"x3r16"x1-1/2' 14 1181 7834AA #8 X3f4"PH PN SMS 15 781PSTX #8 XNV'PH PN SMS-S.S. ALUMINUM 16 1012 7PWSW 06 X719'PH FH SMS @ 10.1/2"O.0 Typ. REINFORCEMENT POLYISO- DESICCANT FILL AREA 17 3/16"or i/4"Gless BUMENE 18 3'4"IG Glass(with 3'15'or 114") PRODUCT REVISED 5/16"NOM. SEAL 5f16"NOM. D�ddag+ Code vvith�e � 19 1"IG Glass(wdh 3'16"er 114") aS BUTYL& SILICONE SEAL Bance Ila Oy0$.O� DESICCANT ROLL-FORMED tl � Revised 8Y: Dote: Revision: FOAM STAINLESS STEEL y NN 41/f /i�cr !cJR 04/22/16 ADDED IG SPACERS EXT.GLASS .r.•'•\.\"r"n�t �,% Revised By: Date: Rev(sfon: Miami ads Product ERCT.GLASS ro:'' t.1�.5B705 INT.GLASS - in. Descrlpttam Drawn 8y: INT.GLASS -,_.��_LI (� •:•,Jj BOM&CORNER ASSEMBLY DETAILS557§, J ROSOWSKI DURASEAL® XL EDGE T11 ��'•. p .•' = 1070 TECHNOLOGY DRIVE rife: Dote: N. VENICE, FL 34275 FIXED WINDOW INSTALLATION GUIDELINES 4/01/11 ., ,,;•., t;� P.O. BOX 1529 SPACER SPACER :, ,!c�rwt�� NOKOMIS: FL 34274 Serbs/Model: Scab: Sheet: Drawing Nu. Rev: A.L{.W MILLER•P.E. CERT. OF AUTH. #29296 PW-220 NTS 8 OF 8 MD-PW220-01 C P.E.#58705 MIAMI•DADE MIAMI-DADE COUNTY s PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street;Room 208 BOARD AND CODE AllMINISTRATION 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 herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone.- DESCRIPTION: Series"PW-701/620"Aluminum Fixed Window-N.I. APPROVAL DOCUMENT: Drawing No. M[D-620.1, titled "Fixed Window Installation Guidelines", sheets I through 10 of 10,dated 04/12/13,with revision B dated 05/05/16,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:None. 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#15-0528.27 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. MIAMI•DADE COUNTY NOA No.16-0629.13 o Expiration Date: February 19,2019 7��ql Approval Date: August 04,2016 ! 6 Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 03-1105.02) 2. Drawing No. MD-620.1, titled "Fixed Window Installation Guidelines", sheets 1 through 10 of 10, dated 04/12/13, with revision B dated 05/05/16, prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system,Durasealo spacer system, Super Spacer NXTrM 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 241.1.3.2.1,and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum fixed window,prepared by Fenestration Testing Laboratory,hie.,Test Report No. FTL-7212,dated 03/21/13,signed and sealed by Marlin D.Brinson,P.E. (Submitted under NOA No. 11-11-14.17) 3. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum fixed window,prepared by Fenestration Testing Laboratory,Inc.,Test Reports No. FTL-3834 and FTL-3847,dated 07/30/03 and 07/31/03 respectively,all signed and sealed by Joseph C. Chan,P.E. (Submitted under NOA No. 03-1105.02) Manue Pez,P.E. Product Cont of aminer NOA No.16-0629.13 Expiration Date: February 19,2019 Approval Date: August 04,2016 E-1 PGT Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with F13C-5th Edition (2014),dated 05/20/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. 15-0528.27) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. TREMCO Part No.TR-14271E EPDM exterior glazing gasket complying with the following: a) ASTM C864 Specification for Dense Elastomeric Compression Seal Gaskets, Setting Blocks,and Spacers with Option II exceptions. b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers-Tension of 1600 PSI. c) ASTM D395B Test Methods for Rubber Property-Compression Set for 22 HRS 1.58°F. d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers of 143 lb./in. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5th Edition (2014), dated May 20,2015,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. 15-0528.2 7) 2. Statement letter of no financial interest, dated May 20, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. 15-0528.27) 3. Laboratory compliance letter for Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D.Brinson,P.E. (Submitted under NOA No. 11-1114.17) 4. Laboratory compliance letter for Test Reports No. FTL-3834 and FTL-3847, dated 07/30/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan,P.E. (Submitted under NOA No. 03-1105.02) 5. Proposal No. 16-0125 issued by the Product Control Section, dated March 09,2016, signed by Ishaq Chanda,P.E. G. OTHERS 1. Notice of Acceptance No. 15-0528.27, issued to PGT Industries,Inc.for their Series "PW-701/620"Aluminum Fixed Window.-N.I."approved on 08/20/ d expiring on 02/19/19. G� Manue a z,P.E. Product Cont of aminer NOA No. 6-0629.13 Expiration Date: February 19,2019 Approval Date: August 04,2016 E-2 GENERAL NOTES:SERIES 620 DESIGN PRESSURE RATING IMPACT RATING IN-IMPACT-RESISTANT FIXED WINDOW --- VARIES. NOT RATED FOR IMPACT SEE SHEETS 2-4 RESISTANCE PRODUCT HAS BEEN DESIGNED 8 TESTED TO .Y WITH THE REQUIREMENTS OF THE FLORIDA 48"TIP-TO-TIP WIDTH VG CODE,INCLUDING THE HIGH VELOCITY 47"BUCK WIDTH 48'BUCK WIDTH 48"BUCK WIDTH -ANE ZONE(HVHZ). 44-1/4"VISIBLE 45-114"VISIBLE 45-1/4"VISIBLE PRODUCT REVISED TTERS ARE REQUIRED WHEN USED IN WIND-BORNE LIGHT WIDTH i REGIONS. � LIGHT WIDTH LIGHT WIDTH as eomptsing withtlra fEwroda. 6"MAX. __�� 6"MAX. F,SHEET 7 8mldwg Code MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, B,SHEET 5� -D,SHEETS H,SHEET 8 �- 2'MA' A=prenco r-M IGT 2 .Is 4LY MIAMI-DADE COUNTY APPROVED MASONRY -- - - -- - �(� _ � Date ....__ _ - )RS.MATERIALS USED FOR ANCHOR EVALUATIONS I I By v� SOUTHERN PINE,ASTM C90 CONCRETE MASONRY � I AYretn Delle PrEctiiei�C T1Fgit J AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. A I A 95* C I C E,SHEET 7 I IF E,SHEET 7 WOOD BUCKS LESS THAN 1-1/2"THICK ARE TO BE SHEET 5 SHEET 5 BUCK SHEETS !SHEETS 96" G,SHEET 8 i G,SHEETS DERED 1X INSTALLATIONS.1X WOOD BUCKS ARE ` HEIGHT IL BUCK VAL IF UNIT IS INSTALLED DIRECTLYTO SUBSTRATE. I _ _______ —� HEIGHT L JR-05/05/16-ADDED SHEET 10 BUCKS DEPICTED AS 2X ARE 1-1l2`THICK OR 'ER.1X AND 2X BUCKS(WHEN USED)SHALL BE - 92-1/4" I j 93114• a WITH SPACERS&MOVED PARTS. VED TO PROPERLY TRANSFER LOADS TO THE 12"MAX• / VISIBLE 12"MAX. 93-1/4" I VISIBLE ;TORE.WOOD BUCK DESIGN AND INSTALLATION IS O.C. I LIGHT O.C. VISIBLE 5"MAX. 1 LIGHT ESPONSIBILITY OF THE ENGINEER,(EOR)OR HEIGHT LIGHT O.C. HEIGHT rECT OF RECORD,(AOR). I 96" I / HEIGHT I / W Y Do HOR EMBEDMENT TO BASE MATERIAL SHALL BE TIP-TO - i I > N � ^av TIP `-' ID WALL DRESSING OR STUCCO.USE ANCHORS OF _ HEIGHT __ 96" :TENT EMBEDMENT.NARROW JOINT SEALANT IS USED j - I I BUCK 0 0 •- -FOUR CORNERS OF THE FRAME.INSTALLATION 1 HEIGHT >6 N N °+°a of N )RS SHOULD BE SEALED.OVERALL 1_ I 1 I _j c) W '.9 IG/FLASHING STRATEGY FOR WATER RESISTANCE OF _ __ -- .LATION SHALL BE DONE BY OTHERS AND IS BEYOND } * F,SHEET 7 Z LL LJi.. top umo p ;OPE OF THESE INSTRUCTIONS. 6" B�j �- 12"MAX.O.C. 6" -J (-yD�1 {� 12'MAX.O.C. 2"�� J H.SHEET 81 V LLX c Wp MAX. SHEET 5 MAX. SHEET 6 (..) '..1/4"SHIMS ARE REQUIRED AT EACH ANCHOR -#{ 5'MAX.O.C. al z O 2 10 ION WHERE THE PRODUCT IS NOT FLUSH TO THE TYP.FLANGED FRAME TYP.EQUAL-LEG FRAME TYP.FIN FRAME ELEVATION n j .Y Z z yo 'RATE.USE SHIMS CAPABLE OF TRANSFERRING ELEVATION(TESTED UNIT) ELEVATION(TESTED UNITS TESTED UNIT o. O 0) p O :D LOADS.WOOD BUCKS,BY OTHERS,MUST BE - Z a Z F- AENTLY ANCHORED TO RESIST LOADS IMPOSED ON Q < O BYTHEWINDOW. J J W IGN PRESSURES: GUIDE TO SHEETS: FIGURE 1: 12"O C SHAPES AS SHOWN BELOW OR SIMILAR,MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK H W IGN P DESIGN LOADS BASED ON STRUCTURAL TEST MAX. AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 25. ® m U) .6 +says !URE,FRAME ANALYSIS AND GLASS PER ASTM E1300. GENERAL NOTES........................1 f ANCHOR SPACING TO BE 6"MAX.FROM CORNERS AND 12"O.C.MAX.FOR ALL CURVED FRAME °�' Z coITIVE DESIGN LOADS BASED ON WATER TEST ELEVATIONS................................1 f `� MEMBERS,SEE FIGURE 1,THIS SHEET. F�- / _ 3: F Z ;URE,STRUCTURAL TEST PRESSURE,FRAME GLAZING DETAILS.......................24 �- 0 Z a+O JS 'SIS AND GLASS PER ASTM E1300. DESIGN PRESSURES..................2-4 12'O.C. / '�--WIDTH— =( �-WIDTH�I Imo---WIDTH--•I ^'WIDTH INSTALLATION,FLANGE.............5 MAX. ��/711 ---I -- f- - -� I" -1 Z ANCHORAGE METHODS SHOWN HAVE BEEN INSTALLATION,EQUAL-LEG.......6 T O Q O NED TO RESIST THE WINDLOADS CORRESPONDING INSTALLATION,INT.FIN A...........7 I / / I M I w W E REQUIRED DESIGN PRESSURE.THE 33.1/3Y STRESS INSTALLATION,INT.FIN 8...........8 'I�iL / Ei I I 6/ _ u+ W Z ASE HAS NOT BEEN USED IN THE DESIGN OF THIS CORNERASSEMBLY...................9 6" _ I = %/ I = I I = / I O LL W d ICT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR EXTRUSION PROFILES................10 ` 11 11 ' LL U VALUATION OF ANCHORS INTO WOOD.ANCHORS THAT PARTS LIST.......... MAX' 1 ..... 1 L ---- J L- -J a1+1 •asa0 sauas .........................10 -.._-. INTO CONTACT WITH OTHER DISSIMILAR MATERIALS ' • MEET THE REQUIREMENTS OF THE FLORIDA —WIDTH —I Imo-WIDTH�{ N-WIDTH -�-I r--WIDTH �/�/% ,// NG CODE FOR CORROSION RESISTANCE. TABLE I: T� �� "� "• "•<i^ /� eet ERENCES:TEST REPORTS FTL-3834,3847 8 7212; Tpe Description S �I/ % ! - •• ULTRACON NOP;ELCO CRETEFLEX NOP:ANSI/AF&PA w j/ w w P w -% ' �1058705 r DR WOOD CONSTRUCTION AND ALUMINUM DESIGN 1 3116"Tem red 1 2 = _11 _! _1 . 2 1/4"Tempered 3 .. .. _-. 1 __.-- 1 L- -J _L L._ J 3 13116"IG(3118"Tempered-7/18"Air-3116"Tempered) 4 I~r E 620 SERIES MAY ALSO BE REFERRED AS THE 701 (�--WIDTH �{ I"- WIDTH I� WIDTH -�I I-.-WIDTH -•••I �J F 4 S. STANDARDS USED: r— —', � `��' •'•,F'<OR14P.• •.`-�a�. { --- •2014 FLORIDA BUILDING CODE FBC,5TH EDITION 1 �i n ' •. •ASTM E1300-09 /,� �j� _ NAIL.v\�'�'' *ANSI/AFBPANDS-2012 FOR WOOD CONSTRUCTION w Y/ w I w_ /' w_ v /11CilI1, t+��' i ALUMINUM DESIGN MANUAL,ADM-2010 = + A.LYNN MILLER,P.E. sAISI-S100-07/S2-2010 i --- y I --------- P.E.Ii5B705 Window Design Pressure(+/-,psQ for Glass Type 1 Long Side On) 67-7/8 72 76 1 80 84 88 92 96 100 104 109.112 112 118 1 120 124 128 132 136 140 144 3 +1001-150 +1001-150 +1001-149.5+1001-147.7+1001-146.1+1001-144.7+1001-141.9+1001-138.4+1001-135.4+1001-132.8+1001-129.6+1001-128.6+100/426.81+100/425.4 +100/-124 +1001-122.6+1001-121.5+1001-120.5+1001-119.6+100/-118.8 2 +1001-147.2+1001-144.6+100%142.5+1001-140.6+100/•137.5+100/-131.7+100/-127.1+100/-123.4+1001-120.3+1001-117.9+1001-114.8+1001-113.8 +1001-112 +1001-110.4+1001-108.9+1001-107.6+1001-108.5+100%105.6+1001-104.51+100/-103.6 4 +1001-141.3+1001-138.6+1001-136.4+100/-134.5+1001-128.1+1001-122.3+1001.117.7+100/-113.9+100/-110.1+100/-106.8+1001-103.4+1001-102.2+1001-100.4 +/-99 +/-97.4 +/-96.2 +1-95 +/-93.9 +/-93 +/-92 PRODUCT REVISED 8 +1001-135.1+1001-133.3 +100/-131 +100/-129 +IDD/-123.4+1001-117.3+100/-111.8+1001-106.4+100/-102.6 +/-99.7 +/-96 +/-04.4 +1-92.2 +/-90.1 +/-86 +1$6.6 +/-85.2 +1-84 +/-83 +/-81.8 m cempl*#with da Elarida B +100/-131.6+1001-128.7+1001-126.3+1001-124.2+100/-121.7+100/-115.1+1001.107.8+10DI-102.5 +/-98.4 +/-94,5 +1.90 +1-07.9 +/-85.2 +/-83 +/-81.4 +1-79.8 +/-78.4 +1-77.2 +/-76.2 +1-75 Bm Iding Code D +1001-127.6+100/-124.6+100'-122.1 +1001-120 +1001-118.1+1001-113.9+100/-106.8+1001-100.8 +/-96.1 +/-91.6 +/-85.4 +1.83.4 +/-81.1 +/-78.9 +1-76.9 +1-75 +1-73.4 +/-71.8 +/-70.3 +/58.6 Awrptmco No( -d �. 2 +1001-124.1 +1001.121 +i=-118.41+1001-116.2+1001-114.3+1001-112.6+1001-1082+100/-100.6 +/-95,3 +/-89.9 +1-83.4 +/-81.4 +/-78.7 +1-76.1 +1-73.5 +1-71.2 +115 +l-87 +/-65.2 +/-63.4 4 +1001-121 +1001-117.8+11001-11115.21+1001-11112.9 0001-110.91-1001409.1+1001-106.8+100/-100.7 +/95,4 +1-89.9 +/-82.6 +/-80.8 +1-77.6 +1-74.4 +/-71.6 +/58.5 +1.65.9 +1-83.4 +/-81.8 +/lip.6 B 5 +100/-118.4 +1001-115 +1001-112.2+100/-109.8+1001-107.8 +1001-106 +1001-104.3+1001.101.1 +1.85.7 +/-90.3 +1.82.8 +/-80.6 +/-77.4 +1-74 +1-70.3 +/-67.2 +1.63.9 +1.61.7 +/$0.4 +/58.8 Y Miami ade Prod�sl C<xr0'ok B +1001-116 +10D/-112.5+1001-109.8+100/-107.1 +1001-105 +1001-103.1+1001-101.5 +/-100 +/96.3 +1-9D.8 +/183.2 +1181.1 +1-77.5 +1.74 +/-70.6 +/-86.6 +/53 +1.61.4 +1-59.6 +/57.8 D +100/-114 +1001-110.3+10W-107.31+1011f-104.7+100/-102.5+1001-100.6 +/-9B.9 +157.4 +1-96 +1-91.4 +1153,8 +/-81.6 +/-78.2 +1-74.6 +1-70.9 +/57.3 +/53.2 +/-61 +/-59.4 2 +1001-1122+IOC/-108.4+1001-105.2+1001-1026+100/-100.3 +/-98.3 +/-96.5 +1-94.9 +/-93.6 +1-92 +154.6 +152 +/-78.6 +/-75.3 +/-71.6 +157.8 +1.64 +1-81.4 a 4 +1001-110.7+1001-106.7+100/-103.4+100/-100.6 +1-98.2 +/96.2 +1-94.4 +/328 +1-91.3 +1-g0 +/-85.2 +/52.4 +I-78.8 +/-75.8 +/-722 +/58.6 +/-64.8 5 +10(1-109.4+IWI-105.2+1001-101.8 +/-98.9 +/-96.4 +1-94.3 +/32.4 +/-90.8 +/59.3 +1-88 +1.85.4 +1.82.7 +1-79.2 +1-76 +/-72.8 +/-69.4 m 8 +100/-1084+1001-103.9+100/-100.4 +1-97.4 +/-94.8 +/-92.6 +/90.6 +1-88.9 +/$7.4 +/-86.1 +/-84.2 +/A2.3 +1-79.3 +1-76 +/-72.8 ' D +100/-107.5+1001-102.9 +/-99.1 +1-96 +1-93.3 +/-91 +/-89 +/-87.3 +/-85.7 +1.84.3 +/-82.6 +/-81.4 +/-78.7 +1-76 U 2 +1001-106.9 +100'-1D2 +138.1 +/-94.8 +/-92 +1.89.6 +/-87.8 +l-85.8 +1.64.2 +1527 +!-81 +/-80.3 +1-77.5 4 +1001-106.4+1001-101.3 +/37.2 +/33.8 +1.90.9 +/-88.4 +l-66.3 +/-84.4 +/-82.7 +/$1.3 +/-79.5 a1-78.8 6 +1001-106.1+100/-100.7 +/-96.4 +/-928 +/-89.8 +1-87.3 +/-85.1 +/-83.1 +1-81.4 +/-79.9 718 +1 +1 0D/-106.1 001-100.3 8+/-95. +1321 +1-89 +/-66.3 +1-84 +/-02 +/-80.3 +1-78.7 W m Y m > CC C/) '^aa DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1-FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. IZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. r .RCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. O 1- aN0 z ci co 0 J J IT(h O Z •f8 zLL Lo two J umo�p =Wr W TABLE DIMENSIONS MAY BE U U X 0 ORIENTED VERTICALLY ORH Z 0 2 5 =N HORIZONTALLY AS SHOWN. o> O UL Z '/o LONG c Z d Z 0 U SIDE F- LL LONG SIDE J m O Q Q 3116"TEMPERED GLASS SHORT ® n 1p W laays SIDE z j U �4 19 -� + SHORT 0 � Z J- SIDE � O USED AT CURVED Q 0 W a/o�5 FRAME MEMBERS ONLY 29 518" Z 0.@ 11-7/8'O.C.MAX. GLASS BITE O � Z ci (15 _ �- LONG SIDE WE 0 (D 9 L) X LU 6- EXTERIOR "i U- 0 20 13 SHORT LONG SIDE SIDE a/7!1 'nsap savag GLASS TYPE 1 -- _I SHORT --t SIDE r� 6 81b;' , A.LYNN MILLER,RE P.E.#58705 Window Design Pressure(+/-,psf)for Glass Type 2 Long Side On) 67-718 1 72 76 1 80 84 88 92 96 100 104 109-1/2 112 116 120 124 128 132 136 140 144 1 +100/450 +1001-150 +1001-149.5+1001-147.7+100/-146.1+1001-144.7+1001-143.4+1001-142.2+1001-141.2+100/-140.2 +1001-139 +1001-138.6+100/-137.8+1001-137.1+1001-136.5+100/-135.9+100/-135.4+1001-134.9+100%134.4+100%133.9 +1001-147.2+1001-144.6+11001-142.51+1W-140.6 +100/-139 +1001-137.5+1001436.2 +1001-135 +1001-133.9 +1001-133 +100/-131.7+1001431.3+100/-130.5+1001-129.6+1001-129.2+1001-126.6 +1001-128 +1001-127.5 +100t-127 +100/-126.5 V +1004141.3+100/-138.6+100/-136.4+100/-134.5+1001-132.7+1001-131.2+1001-129.9+100/-128.7+1001-127.6+100/-126.6+10D/-125.3+100/-124.8+1001-124.1+1001-123.4+1001-122.7+100•1-122.1+1001-121.5 +1001-121 +1001-120.5 +1001-120 PRODUCT REVISED +1001-136.1+1001-133.3 +100/-131 +1001-129 +1001-127.3+1001-125.7+1001-124.3+100/-123.1 +1001-122 +1001-120.9+1001-119.7+1001-119.1+1001-118.4+1001-117.6 +1001-117 +1001-116.4+1001-115.8+1001-115.3+1001-114.8+1001-114.2 uc co-Plying with the Florida 1 +1001-131.6+1001-128.7+1001-126.31+100/-124.2+1001-122.4+1001-120.8+1001-119.4+100/-118.1 +100/-117 +1001-115.9+100/-114.6+1001-114.1+100/-113.3+100/-112.6+1001-111.9+1001-111.3+100/-110.7+1001-110.1+10114108.8+1001-107.4 Building Code 1 +1001-127.6+1001-124.6+100/-122.1 +100/-120 +1001-118.1+1001-116.5 +1001-115 +1001-113.7+1001-112.5+100/•111.4+1001-110.1+1001-109.6+1001-108.8+1001-107.7+1001-105.5+1001-103.4 +1001-102 +1001-100.6 +/-99.4 +/58 Acroeptamro No ZQ, +1001-124.1 +1001-121 +1001-118.4+1001-116.2+1001-114.3+100%112.6+1001-111.1+100/-109.7+1001-108.5+1001.107.4+1001-106.1+1001-105.5+1001-103.5+1001-100.9 +/-98.7 +/.96.6 +/-94.9 +/-93.2 +/41.6 +/-90 � 1 +1001-121 +1001-117.8+1001-115.2+1001-112.9+1001-110.9+100/-109.1+1001-107.51+1001-106.1+1001-104.91+1100/403.8+1001.102.4+100/-101.8 +/-99.2 +/-96.1 +1.93.6 +1-00.9 +/-88.7 +1.86.5 +/-84.6 +1.83 BY 1 +1001-118.4 +1001-115 +1001-112.2+1001.109.8+100/-107.8 +1001-106 +1001-104.3+1001-102.9+100/-101.6+100/-100.5 +1-99.1 +/48.5 +/-98 +/-92.5 +/-89.1 +1-86.3 +/-83.7 +/-81.8 +/A0.2 +1-78.6 Mi 'LTade Fnidmf 1 +100/418 +1001-112.5+1001409.6+1001-107.1 +1001-105 +1001-103.1+1001-101.5 +/-100 +/-98.7 +/-97.5 +/46.1 +/•95.5 +/44 +/-89.8 +/-66.2 +1.83 +/-80.8 +/-79 +/-77.1 +/-75 I +1001-114 +1001-110.3+1001-107.3+1001-104.7+1001-102.5+1001-100.6 +/-98.9 +/-97.4 +/-96 +1-94.8 +1.93.3 +/42,7 +141.8 +/-88.7 +/-84 +/-81.6 +/-79.1 +1-76.7 +1-74.7 +1001-112.2+100/-108.4+1001-105.2+1001-1026+1001-100.3 +148.3 +1-96.5 +/-94.9 +143.6 +/423 +/-90.0 +/-90,2 +/-89.2 +/-88.4 +/-83.8 +/-80.6 +/-78.2 +/-75.6 1 +1001410.7+1001-106.7+1001-103.4+1001-100.6 +/-98.2 +/-96.2 +144.4 +1-92.8 +151.3 +/40 +1-88.5 +/-87.8 +/-86.9 +/-86 +/-84.1 +/-80.8 +/-77.6 ' 1 +1001-109.4+100/-105.2+1001-101.8 +/-98.9 +/-96,4 +1-94,3 +/-924 +/-90.8 +/.89.3 +/-88 +1-86.4 +1-85.7 +1-84.7 +1-83.9 +1.83 +/-81.2 { +1001-108.4+1001-103.9+1001-100.4 +/47.4 +/-94.0 +142.6 +/-90.6 +/.88.9 +/-87.4 486.1 +/-84.4 +1.83,8 +1.82.8 +/-81.8 +/-81 m 1 +1001-107.5+1001-102.9 +/-99.1 +1-96 +143.3 +/-91 +/-89 +/-87.3 +/-85.7 +1-84.3 +/.82.6 +/-82 +1-80.9 +/-80 a +1001-106.9 +1001402 +/-98.1 +/-94.8 +1.92 +/.89.6 +187.6 +1.85.8 +1-84.2 +/.827 +f-81 +/-80.3 +1-79.2 > 1 +100/-106.4+1001-101.3 +/-97.2 +143.8 +140.9 +/.88.4 +1-86.3 +1-84.4 +/-82.7 +l-81.3 +/-79.5 +/-78.8 a i +1001406.1+1001-100.7 +146.4 +/42.8• +/-89.8 1 +/-87.3 +1-85.1 1 +183.1 1 +I-81.4 +/-79.9 98 +1001-106.1+1001-100.3 +/45.8 +/-92.1 +1-89 1 +/-86.3 +184 1 +182 1 +/-80.3 +/-78,7W m Y m r > A W ^aa )IMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1'FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. d' !ZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. ❑ fA RCHfTECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. N a1°0 OQ, N O N U) 0-j C!)_ O Z Ag ❑ Z� �t>_ coo Zi M°a W u TABLE DIMENSIONS MAYBE W U X 0 ORIENTED VERTICALLY OR H Z 02 10 10 5 °N HORIZONTALLY AS SHOWN. o> Z cv �o LONG O Z d Z rn O SIDE F- W LL �- LONG SIDE m -114'TEMPERED GLASS F- (') W 1aay5 SHORT N Z ? 'n _ SIDE i a 4 11 J- SHORT tz- p Z USED AT CURVED < ❑ It a1°°S FRAME MEMBERS ONLY 211 5/8" LL z 6- Q 11-7/8"O.C.MAX. GLASS BITE ��TT'' o Z N 1-3 �- LONG SIDE } w ❑ U) `� O X W D- EXTERIOR & EL ❑ 20 13 SHORT r/� LONG ..a///1 �sap saua5 SIDE GLASS TYPE 2 L SHORT _. . SIDE A.LYNN MILLER,P.E. P.E.#58705 Window Design Pressure(+/-,psQ for Glass Type 3 Long Side On) 67-716 1 72 76 1 80 84 88 92 96 100 104 109.1/2 112 116 120 124 1 128 132 136 140 144 +1001-150 +1001-150 +10(01-149.51+1001-147.7+100/-146.1+1001-144.7+1001-143.4+1001-142.2+100'-141.2+1001.140.2 +100/-139 +1001-138.6+1001-137.8+1001-137.1+1001-136.5+1001-135.9+1001-135.4+1001-134.9+1001-134.4+1001-133.9 +1001-147.2+1001-144.6+1001-142.5+1001-140.6 +1001-139 +100/-137.5+1001-136.2 +1001.135 +1001-133.9 +100/-133 +1001-131.7+100/-131.3+1001-130.5+1001-129.8+1001-129.2+1001-128.6 +100/-128 +1001-127.5 +1001-127 +100%126.5 +100/-141.3+1001-138.6+1001-136.4+1001-134.5+1001-132.7+1D01-131.2+100/-129.9+1001428.7+100/-127.6+1001-126.6+1001-125.3+1001-124.8+1001-124.1+1001-123.4+1001-1227+100/-122.1+1001-121.5 +100/-121 +1001-120.5 +100/-120 PRODUCT REVISED +100/-136.1+1001-133.3 +100/-131 +1001-129 +1001-127.3+1001-125.7+1001-124.3+1001-123.1 +1 ODI-122 +1001-120.9+1011-119.7+1 OD/-119.1+1001-118.4+1001-117.8 +1001-117 +100/-116.4+1001-115.8+1001-115.3+1001-114.8+1001-114.2 complying with Ifie Florida +1001-131.6+1001-128.7+1001-126.3+1001-124.2+1001-122.4+1001-120.8+1001-119.4+1001-118.1 +1D0/-117 +1001-115.9+10D/-114.6+1001-114.1+1001-113.3+1001-112.6+1001-111.9+100/-111.3+1001-110.7+1001-110.1+100/-109.6+1001-109.1 Ouilding Code +1001-127.6+1001-124.6+1001-122.1 +1001-120 +100/-118.1+1001-116.5 +1001-115 +1001-113.7+1001-112.5+100/-111.4+100/-110.1+1001-109.6+1001-108.8 +1001-108 +1001-107.3+100/-106.7+100/-106.1+100/-105.5 +1001-105 +100/-104.5 Acceptance No I6�'Q �. . +100/-124.1 +100/-121 +1001-118.4+1001-116.2+1001-114.3;1001.112.6+100/-111.1+1001-109.7+1001-108.5+1001-107.4+1001-106.1+1001-105.5+1001-104.7+100/-103.9+100/-103.2+1001-102.5+100/-101.9+100/-101.4+1001-100.8+100/-100.3 mt mt Date 9 +1001-121 +100/-117.8+1001-115.2+1001-1129+1001-110.9+1001-109.1+1001-107.5+100/-106.1+1001-104.9+1001-103.8+100/-102.4+1001-101.8 +1001-101 +1001-100.2 +/-99.5 +1.98.8 +/-98.2 +1-97.6 +/-97.1 +/-98.5 BY +1001-118.4 +1001-115 +1001-112.2+100/-109.8+1001-107.8 +100/-106 +100/-104.3+1001-102.9+1001-101.6+100/-100.5 +/-99.1 +/-98.5 +1-97.6 +/-96,8 +1.98.1 +/-95.4 +/-94,8 +/-94.2 +/-93.5 +/-93.1 +1001-116 +100/-112.5+100'-109.6+1001-107.1 +1001-105 +1001-103.1+1001401.5 +/-100 +1-98.7 +l-97.5 +1.96.1 +1-95.5 +/-94.6 +/-93.8 +/-93 +1-923 +/-91.7 +1-91.1 +/-90.5 +/-89.9 Miaro' dc Product CaRn�[ +1001.114 +1001-110.3+1001-107.3+1001-104.7+1001-102.5+1001-100.6 +/-98.9 +/-97.4 +1-96 +/-94.8 +1-93.3 +/-92.7 +/-91.8 +/-9D.9 +/-90.2 +1-99.5 +138.8 +/-96.2 +/-97.7 +100/-1122+1001-108.4+1001-105.2+1001-1026+1001-100.3 +/-98.3 +/-96.5 +/-94.9 +1-93.6 +1-923 +/-90.8 +/-90.2 +/$9.2 +/-88.4 487.6 +1-06.9 +1-86.2 +1-05.6 +100/-110.7+1001-106.7+1001-103.4+1001-100.6 +/A8.2 +/-96.2 +/-84,4 +/-92.8 +1-91.3 +1-90 +/-08.5 +/.87.8 +/-86.9 +!-96 +/-852 +/-94.5 +/-93.8 +1001-109.4+1001-105.2+1001-101.8 +/-98.9 +/-96.4 +/-94.3 +/-92.4 +/-90.8 +1.69.3 +/.86 +/•86.4 +/-85.7 +1-84.7 +1$3.9 -+/$3 +/32.3 m +100/-108.4+1001-103.9+1001-100.4 +/-97.4 +/-94.8 +1-92.6 +/30.6 +/.88.9 +1-87.4 +/.86.1 +/-84.4 +1.83.8 +/$2.8 +1-81.8 +/-91 ' +1001-107.5+1001-102.9 +/-99.1 +/-96 +/-93.3 +/-91 +/-89 +/-97.3 +/-9,9.7 +/.84.3 +/-82.6 +/$2 +/-80.9 +1$0 x1001-106.9 +1001-102 +/-98.1 +/-94.8 +/-92 +/-89.6 +1-07.6 +/-85.8 +/-84.2 +/-82.7 +/$1 +/-8p.3 +100/-106.4+100/-101.3 +/-97.2 +l-93.8 +130.9 +1.86.4 +/-86.3 +l-84.4 +1-92.7 +/-81.3 +/-79.5 +/-78.8 *1001-106.1+100%100.7 +/-W 4 +/-92.8 +/-89.8 +/-87.3 +/-85.1 +/-83.1 +!$1.4 +/-79.9 78 ;1001-106.1+1001-100.3 +/-95,8 +/-92.1 +1.89 +/-66.3 +1.84 +/-82 +1$0.3 +/-78.7 m Y 0] W .naa w a )IMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. R ZES NOT SHOWN.ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. to a>DO rn O o RCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. x C14 O d v w 9 mcQ O-j C',-jc z �e z LL 11 u- m W TABLE DIMENSIONS MAY BE V U X c 0 13116'NOM. ORIENTED VERTICALLY OR F W m p C=7 DIAO GLASS STACK HORIZONTALLY AS SHOWN. o) O Y m o LONG Z LL z O U) L- SIDE `� F- W LL 3116"TEMPERED GLASS�� '[-�- LONG SIDE J Q 3/16'TEMPERED GLASS T Q F- 7/16"AIR SPACE ' ro /aa45 SHORT j 0 z 12 SIDE 5 + _ I SHORT _ 0 co Z USED AT CURVED 1- _ 'i SIDE O W FRAME MEMBERS ONLY 29 518" as Z @ 11-718"O.C.MAX. GLASS BITE O � z N 1-3 LONG SIDELy LLI EXTERIOR - O X W d G7 e-7 21 13 � u. w SHORT l y/ i LONG apt 'asap sauagI GLASS TYPE 3 SIDE SIDE SHORT SIDE 8� 45 A.LYNN MILLER,P.E. P.E.#58705 2X WOOD BUCKSTRIP INSTALLATION INSTALLATION EDGE OR FRAMING,SEE EMBEDMENT DISTANCE �—NOTE 2,THIS SHEET TYPE C TYPE B INSTALLATION, EMBEDMENT 1 X WOOD BUCKSTRIP, TYPE A 114"MAX SEE NOTE 2,THIS SHEET EMBEDMENT SHIM TYP ANCHOR TYPE,EMBEDMENT AND EDGE PRODUCT REVISED 1 EDGE DISTANCE PER SUBSTRATE, DISTANCE as complying i jth the Florida �L EDGE SEE TABLE 5,THIS SHEET Building Code DISTANCE 6 A=ptanco I C-�cpirarion Date 114"MAX 1 SHIM 1 By 4 Mi c Product' TYP.ANCHOR TYPE, ..._._ EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, �1 l 11 SEE TABLE 5,THIS SHEET USED AT CURVED EXTERIOR 29 FRAME MEMBERS ONLY •m. 12 (� 0311-7l8"O.C.MAX. CPER ANCHOR I 4 PER ANCHOR � VISIBLE LIGHT WIDTH= � 5 a' REQUIREMENT WINDOW BUCK WIDTH-2-3/4" WINDOW BUCK WIDTH CONCRETE/CMU M Y m WINDOW TIP-TO-TIP WINDOW WIDTH PER ANCHOR a U 'aa8 BUCK EXTERIOR REQUIREMENT O HEIGHT a 1/4°MAX.SHIM -•-{ HORIZONTAL SECTION A-A }n 6 I alaa O TIP-TO-TIP UO M U CD LU WINDOW #12 STEEL 0 -j rn-J O Z •t8 0 HEIGHT VISIBLE SELF-DRILLING SMS z LL vNi ILL ((o W u °J LIGHT (G5),SEE TABLE 5, =W `- 6 m O HEIGHT= THIS SHEET U U X N co c WINDOW TABLE 5: FW-W m Q 9M0 HEIGHT- Anchor Substrate BUCK Min.Edge Min.Embedment Max O.C. r- Z O 2-314' INSTALLATION Distance Spacing O Z d Z rn 0 METHOD D P.T.Scuthem P ne(SG=0.55) 9116" 1-318' 12' ¢ O INSTALLATION ANCHOR Aluminum,6063-T5 min. 318' 0.063"• 12' #12 or#14 410 5S Screw J t1) UNDERNEATH THE A36 Steel 318' 5'0.(1B• 12' Q O BEADING EXTERIOR Steel Stud,Gr.33 min. 3l8° 0.045' 18 Ga 12' as P.T.Southern Pine(SG=0.55) 9116" 13/8° 12' ® rn y H 45 �I. Aluminum,6063-T5 min. 318' 0.063"• 1Y cO1•� z U v 912 or#14 Steel Screw(G5) sc J MIAMI-DADE APPROVED MULLION A36 Steel 318' 0.063"• 1Y = ?� Q 2 21 (SEE SEPERATE NOA).ALUMINUM, Steel Stud,Gr.33 min. 3/8' 0.045'(18 Ga)• 1Y O F- I --0 1l4°410 SS CreteFlex STEEL FRAMING OR STEEL STUD. Ungtouted CMU,(ASTM C-9D) 2-1/7 1-114" 12' ¢ Z Z aloos a BEE SUBSTRATE PROPERTIES, Concrete(min.3.35 kaI) 1' 1-314" tY TABLE 5,THIS SHEET Concrete(min.2.85 kei) 1" 1,114" 12' C9 CD 5 �1/4'MAX SHIMConcrete(min.2.65 ksi) 2-1/Y 1-318" 1Y w W ?� 114'Steel Ultrecon Ungrouted CMU,(ASTM C-90) 2-117 1-114' 12' O X a TGrouted CMU,(ASTM C-90) 2-1171-3/4' 12' LL LL } 1X WOOD BUCKSTRIP, 511E Steel Ultracon Concrete(min.3.5 ksi) 1-114' 1,174" 1Y aNl1 �sa0 sa,ras I SEE NOTE 2,THIS SHEET Grouted CMU. ASTM W. 2-1IY 1314° 12" MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. CONCRETE PER ' EMBEDMENT ANCHOR INSTALLATION NOTES: . • REQUIREMENT • _ ° 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. • ° 2.WOOD BUCKS DEPICTED ON THIS SHEET AS'1X',ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1.1/2'.1X WOOD BUCKS ARE P.6 TALLATI ON — EDGE TYp•ANCHOR TYPE,EMBEDMENT OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS"2X'ARE 1-1/2"THICK OR GREATER. DISTANCE AND EDGE DISTANCE PER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING TYPE B SUBSTRATE,SEE TABLE 5,THIS SHEET JURISDICTION. VERTICAL SECTION B-B 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A.LYNN MILLER,P.E. P.E.#58705 2X WOOD BUCKSTRIP INSTALLATION INSTALLATION EDGE -OR FRAMING,ISEE TYPE G TYPE F� DISTANCE NOTE 2,THIS SHEET — EMBEDMENT 1X WOOD BUCKSTRIP, —�f— EMBEDMENT SEE NOTE 2,THIS SHEET INSTALLATION I r 114 MAX EMBEDMENT C-� L ~� SHIM TYP.ANCHOR TYPE,EMBEDMENT AND TYPE E EDGE -�� EDGE DISTANCE PER SUBSTRATE, PRODUCT REVISED / EDGE 6 SEE TABLE 6,THIS SHEET DISTANCE as complying with the Florida Building Co DISTANCE de w Ameptantwlb- .l3 I• 2 - 'ration Date 1� 1/4'MAX ° • 2 SHIM •' - ° . By i)odt tom' TYP.ANCHOR TYPE, �- — EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, i > 11 SEE TABLE 6,THIS SHEET GI EXTERIOR s USED AT CURVED 12 m EXTERIOR 29 FRAME MEMBERS ONLY '• •. s @ 11-7/8"O.C.MAX. I VISIBLE LIGHT WIDTH CONCRETE/CMUWIDTH = 5 • cr PERANCHOR I WINDOW BUCK WIDTH-2-3/4 —x'111 REQUIREMENT I'+ WINDOW BUCK WIDTH m CONCRETEICMU W m WINDOW PER ANCHOR >_ cit BUCK HORIZONTAL SECTION C-C REQUIREMENT O HEIGHT1/4"MAX.SHIM --�{ } atoa O G #12 STEEL _ 0 NV It co rcp SELF-DRILLING SMS J J 0,Cl) o LU LU k ❑ VISIBLE (GS),SEE TABLE 6, Z tL t04 o LL 0 J uxw LIGHT THIS SHEET TABLE 6: = L j r W 0 HEIGHT= I ` Min.Edge Max O.C. U V X 0) O 0 WINDOW Anchor substrate Distance Min.Embedment Spacing FW-Z O M co ❑ -cN BUCK P.T.Southern Pine(SG=0.55) 9116' 1.318• 12" o W m O %� z 9M0 HEIGHT- INSTALLATION #tz or#ta Oto ss screw Aluminum,6083•T5 min. 318" 0.063"• 1z" or > Q O 0 A36 Steel 318" 0.063"• 12" .- Z d Z TYPE H Steel Stud,Gr.33 min. 3/8' 0.045' 18 Ga 12" v ¢ z0 O P.T.Southern Pine(SG=0.55) 9116' 1-318' 12" _ F co EXTERIOR Aluminum,6063-T5 min. 3/8" 0.063'• 12" Q Q #12 or#14 Steel Screw(G5) ro ♦- J A36 Steel 318° 0.063°• 12' o, � J Iaa45 '01Steel Stud,Gr.33 min. 3/8' 0.045(18 Ga)" 12" ® N Z FQ-- MIAMI-DADE APPROVED MULLIONUngrouted CMU,(ASTM CAO) 2-112" 1.114° 12" at: F 114.410 SS CreleFlez 21 (SEE SEPERATE NOA),ALUMINUM, Concrete(min.3.35 ksl) 1° 1-3/4° 12" O Z Z STEEL FRAMING OR STEEL STUD. Concrete min.2.85 kst) 1" 1-314' 12" D z W oroos n 6 SEE SUBSTRATE PROPERTIES, Concrete(min.2 65 kat) 2-112 1-318 12° w TABLE 6,THIS SHEET 114'steel Ultracon O J o Unpmncre CMU,(ASTM CAO) 2-112" 1-1/4• 12" F J 0 5 Grouted CMU, ASTM C-90) 2-112" 1-3/4° 12° ❑ Q �1/4"MAX SHIM im_ffConcrete(min.3.5 kal) 1-114" 1-314• 12" 5116•Steol Ultwcon Grouted CMU, ASTM C-90 2-1/2" 1-3/4" 72" MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. 1X WOOD BUCKSTRIP, SEE NOTE 2,THIS SHEET • CONCRETE PER EMBEDMENT ANCHOR INSTALLATION NOTES: . . • ,• •" REQUIREMENT '-• 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ALLATION EDGE a 2.WOOD BUCKS DEPICTED ON THIS SHEET AS"tX",ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-112".1X WOOD BUCKS ARE YPE F TYP.ANCHOR TYPE,EMBEDMENT OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS"2X"ARE 1-112°THICK OR GREATER. DISTANCE AND EDGE DISTANCE PER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING SUBSTRATE,SEE TABLE 6,THIS SHEET JURISDICTION. _ VERTICAL SECTION D-D 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A.LYNN MILLER,P.E. P.E.#58705 (P.ANCHOR TYPE, 2X WOOD BUCKSTRIP DMENTANDEDGE EMBEDMENT OR FRAMING,SEE INSTALLATION INSTALLATION PER SUBSTRATE, NOTE 2,THIS SHEET TYPE J TYPE K BLE 7,THIS SHEET _ EDGE EDGE INSTALLATION DISTANCE DISTANCE 1/4"MAX EDGE DISTANCE SHIM TYPE I O 2X WOOD BUCKSTRIP PRODUCT REVISED 2X WOOD BUCKSTRIP it"s Code OR Florida OR FRAMING,SEE OR FRAMING,SEE--- Aci pt g Code NOTE 2,THIS SHEET NOTE 2,THIS SHEET Acceptanra No �O• 2�I•$ Eapim' Dere �9 1/4"MAX TYP.ANCHOR TYPE,EMBEDMENT AND 3 SHIM --- EDGE DISTANCE PER SUBSTRATE, By 4 6 SEE TABLE 7,THIS SHEET Mixmn Qade PtnAx.K' - EMBEDMENT I 11 EMBEDMENT USED AT CURVED _ FF1 I EXTERIOR 29 FRAME MEMBERS ONLY ---- (� @ 11-7/8"O.C.MAX. 11 u v a EXTERIOR' 4 12 W Y m 'INDOW T( S 1 > ^'a BUCK VISIBLE LIGHT WIDTH= `J IEIGHT WINDOW BUCK WIDTH-2-314° p 0 1!4'MAX.SHIM --�{ _ r WINDOW BUCK WIDTH >-to N °IO0 0 N O t -) m MUJ VISIBLE INSTALLATION HORIZONTAL SECTION E-E z N LL � ? LIGHT TYPE L — --- =U ui r W HEIGHT= UU X— 6 Q WINDOW F-LU Z Om 0 °N 6110 BUCK #10 STEEL TABLE 7: > O O Z 00 HEIGHT- SELF-DRILLING SMS_ p O 2-3/4" (G5),SEE TABLE 7, Min.Edge Max.O.C. .-Z D_Z O LL THIS SHEET Anchor Substrate Distance Spacing Q O 2-1/2'x.113"Box Nail P.T.Southam Pine(SG=0.55) 5/16" 5" r-- 2-1/2" ` 2-112"x.131"Common Nail P.T.Southam Pine(SG=D.55) 3/0" 5" Q 2-112"x.145"Roofing Nail P.T.Southern Pine(SG=0.55 3/8" 5" m t- t°ay5 P.T.Southern Pine(SG=0.55) 1/2" 5' ® ? Z 0.093"Aluminum,6063-T5 min. 5116" 5" 30: ? Hm- 21 #10 x 1'Steel Screw' Z 1/16"A36 Steel 6/16" 5" =F O Q 6 2X WOOD BUCKSTRIP EXTERIOR 0.045" 18 Ge Steel Stud,Gr.33 5/16" 5" < Z OR FRAMING,SEE 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. O NOTE 2,2,THIS SHEET v m 5 r1/4"MAX SHIMMIAMI-DADE APPROVED MULLION W O Z (SEE SEPERATE NOA),ALUMINUM, O X_ Z_ LL _ STEEL FRAMING OR STEEL STUD. D- u- SEE SUBSTRATE PROPERTIES, Lap;l °sa0 seises INSTALLATION TABLE 7,THIS SHEET TYPE J G� EDGE DISTANCE . INSTALLATION NOTES: ' TYP.ANCHOR TYPE,EMBEDMENT 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. �-+-- EMBEDMENT AND EDGE DISTANCE PER - SUBSTRATE,SEE TABLE 7,THIS SHEET 2.WOOD BUCKS DEPICTED ON THIS SHEET AS"1X",ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2'.1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS"2X"ARE 1-1/2"THICK OR GREATER. v `� VERTICAL SECTION F-F INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. - 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A.LYNN MILLER,P.E. P.E.#58705 2X WOOD BUCKSTRIP EDGE —oR FRAMING.SEE INSTALLATION TYPE M E NOTE 2,THIS SHEET INSTALLATION EMBEDMENT ILLATION TYPE MDISTANC � THIS INSTALLATION TYPE N —'�— EMBEDMENT fFOR ETHOD ONLY, R THIS INSTALLATION NCHORS MAY BE NOTHOD ONLY, 114'MAX ORE THAN 6"O.C. ' ICHORS MAY BE NO �'� EMBEDMENT SHIM PRODUCT REVISED )RE THAN 6"O.C. 1 j iX WONOTE 2,THIS ISHEET P y with the Flertds _! Ld. I'• e�cumplying 1 2X WOOD BUCKSTRIP OR FRAMING,SEE Amcpr•.8 cc N _ Aaepinncc No 1 .I� NOTE 2,THIS SHEET Ex 'ratiea Dare Jq 114'MAX TYP.ANCHOR TYPE,EMBEDMENT AND By, 3 SHIM EDGE E DISTANCE PER SUBSTRATE, t 5iu' Sde Pronh a"f 4 TYP.ANCHOR TYPE, 6 SEE TABLE 8,THIS SHEET . EMBEDMENT AND EDGE I DISTANCE PER SUBSTRATE, 11 SEE TABLE 8,THIS SHEET 417 USED AT CURVEDEDGE EXTERIOR 29 FRAME MEMBERS ONLY DISTANCE EDGE Q 11-7/8"O.C.MAX. DISTANCE CONCRETE/CMU PER ANCHOR m REQUIREMENT 4 CONCRETE/CMU >INDOW PERANCHOR � arp '^aa SUCK I VISIBLE LIGHT WIDTH=EIGHT 1/4"MAX.SHIM —�•� �+--- ttt"�� - REQUIREMENT WINDOW BUCK WIDTH-2-3/4" p 1 WINDOW BUCK WIDTH EXTERIOR }- Vr 7150 Q Ci V 00 v to m VISIBLE HORIZONTAL SECTION G-G z LL N LL co CO W o z LIGHT INSTALLATION TYPE O =ttl )n t1 m W HEIGHT= FOR THIS INSTALLATION V U X N G a WINDOW ' co 5 METHOD ONLY, TABLE B: IW—Z m Q IL-0 BUCK ANCHORS MAYBE NO Anchor SubsVate Min.Edge Min.Embedment Max.O.C, o j O Y Z HEIGHT- • MORETHAN6'O.C. Distance S cin 1— OO 2-3/4" P.T.Southern Pine SG=0.55 9116" 13/6" 6" Z d Z#12 or#14 410 SS Screw Aluminum fiD63•TS min. 31B' 0.063'` 6" LL #12 STEEL A36 Steel 318" 0.063"' 6' _j SELF-DRILLING SMS Steel Stud Gr.33 min. 3/8" 0.045' 18 Ga ' 6" Q (GS),SEE TABLE 10, P.T.Southam Pine SG=0.55 9116" 1318' 6" 777v5 THIS SHEET Aluminum,6063-TS min. 318" 0.063'` 6" ® Z Z #12 or#14 Steel Screw(G5) O H A38 Steel 3/B" 0.063"• 6" �' EXTERIOR Steel Stud,Gr.33 min. 318" 0.045' 18 Gs 8" - _ C) ~ Z 21 TYP.ANCHOR TYPE, f- O Q EMBEDMENT AND EDGE Un routed CMU, ASTM C-90 2-112" 1-114" 12" a 0 � 6 114"410 SS CreteFlex _ DISTANCE PER SUBSTRATE, Concrete(min.3.35 ksp 1' 1314" 12" O Z Fa- C SEE TABLE 8,THIS SHEET Concrete min.2.85 ksi 1' 13/4' 12" F; U) 01 5 MIAMI-DADE APPROVED MULLION Concrete min.2.85 ksl 2-112" 1318" 12" m O Z �1/4"MAX SHIM IS SEPERATE NOA),ALUMINUM, 114"Steel Ultrac0n W LU STEEL FRAMING OR STEEL STUD. U uted CMU, ASTM C-W 2-1/2" 1-114' 12" O x Z a SEE FRAMING PROPERTIES. Grouted CMU.ASTM C4� 2-1/2" 1314' 12" LL _ TABLE 8,THIS SHEET 5116°Steel Ultracon Concrete min.3.5 kai 1-114" 13/4' 12" L L) •osa0 sal.ag TALLATION Grouted CMU ASTM C.9a 2-t12" 13/4" 12° TYPE N 1X WOOD BUCKSTRIP, •MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. SEE NOTE 2,THIS SHEET . " INSTALLATION NOTES: 1 EMBEDMENT • s 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ' 2.WOOD BUCKS DEPICTED ON THIS SHEET AS'1X",ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2".1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS"2X"ARE 1-1/2"THICK OR GREATER. EDGE INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING DISTANCE JURISDICTION. 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. . . VERTICAL SECTION H-H 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A.LYNN MILLER,P.E. P.E.#58705 PRODUCT REVISED as svith Phe Florida P,Di t8 Cod, Ao_P_,o No 1 G-06 13 ;=xpimtitnDat, �p19 6� P,iis, aie Product a m ASSEMBLY DETAILS FOR ASSEMBLY DETAILS FLANGE AL-LEG FRAMES �i FOR FIN FRAMES u u1 _ Y ANGLEDICURVED ! I! I ANGLED/CURVED p OW 7 FRAME ASSEMBLY I FRAME ASSEMBLY >_ n J aO p X80 pof N v90°CORNER 90°CORNER A In i ' WFRAME ASSEMBLY FRAME ASSEMBLY NO LL 2 LLO Z CO J ANO = L W is I j i i I U U X S2 o 0 to II' Ii 'IIiI i\ J LI,i`I'II / WH-z m 2 v � ALL CORNERS TO Z CIAO CORNERS TO ti> C5 USE GASKET � of GASKET Zd Zpa /OR SEALANT AND/OR SEALANT N .. O LL p 0 EQUAL-LEG FRAME \ / / / lI�I a F Q rn 7aaus `FLANGE FRAME / ��/ ® N z Z U # o o MITERED FRAME WITH INTERIOR MITERED FRAME WITH INTERIOR = ? Z EQUAL-LEG FRAME r O AND EXTERIOR FRAME WELDS I AND EXTERIOR FRAME WELDS < p � aicag \—FLANGE FRAME (SHOWN)OR CORNER KEYS AT (SHOWN)OR CORNER KEYS AT a Z 3D SCREW BOSSES.SEALANT AT ALL CORNERS SCREW BOSSES.SEALANT AT ALL CORNERS 0 N w 30 19 0 X O a u. m apg �sap sauag A.LYNN MILLER,P.E. P.E.#58705 2.784• 2.784" --- 2.764• .094• - 4 � .094° x.14-�� .094" — 4lr-- 'GT Part# Description Material IPA 062' 074" F- .062° .074' 062" 4263C Flanged Frame Alum.6063T5 T 1.375"k 1 1.375• 1.675' --yy-- i PRODUCT REVISED 4285 Equal-leg Frame Alum.6063-T5 q 500" .438" 500" 438" as cmuplyina with the Florida 4256 Int ral Fin Frame Alum.6063 TS 1.000' Tsuile,teGe9 � .050"0°°� �—a�� 050.'o.ca 7 T-+��.—.OSO.mca• ATcptaoce 7Jo�rc- �L19 4255 7/16"Lami.Glass Beading Alum.606375 1.125 - 'fal m Dace O FLANGE FRAME O EQUAL-LEG FRAME .077" Dy, 4254 I.G.Glass Reeding Alum.606375 #4253C,6063-T5 2 #4285,6063-T5 Mia Do&Prodint of 4270 Installation FastenerCo%er Alum.6063-T5 4224 Installation Fastener Coxer Rigid PVC 3 FIN FRAME #4256,6063-T5 Q 70589C Gasket(at 90'comerjoints) Polyethylene ' TP247/8 Vinyl Bulb Weatherstrip Flex PVC,Duro.65+/-1 1.206° � �--�-{ I+— .346" mJR-05/05116-ADDED THIS SHEET Dow 899,GE 7700 Silicone or Equiv. 1.037" a WITH SPACERS&MOVED PARTS. 71652K Setting Block,Mono.3/16°x 7116"x 4' Neoprene,Duro.85+/_1 .875' 875" ; 71704AK Setting Block,I.G.3/16"x 1-3132•x 4' Neoprene,Duro.85+/-1 �—►{�- .050" .050} Y m #6 x 1-114"FH SMS Stainless Steel .050" 781 PQX #8 x 1"Quad PH SMS Stainless Steel 3/16"&1/4" I.G.GLASS INSTALLATION > N' : '-' OGLASS BEADING O BEADING OFASTENER COVER p 174 #4258,6063-T5 5 #4254,6063-T5 8 #4270,6063-T5 N v eR 0 o N (!1 (No Q J ':f O Z Aa ❑ ZLL LLL co W 1.x110 U U X D 6 O rn o, ALUMINUM IW-•Z m p = tY aMo SILICONE HOT-MELT BUTYL REINFORCEMENT POLYISO- DESICCANT FILL AREA o> Y (!) Z o STRUCTURAL BUTYLENE 5/16"NOM. o Z 1.Z !T O STRUCTURAL SILICONE 5116"NOM. SEAL I= O 1 114"NOM. FOAM 3/16'NOM. BUTYL& 2 U O POLYISOBUTYLEN SILICONE SEAL J WITH DESICCANT WITH DESICCANT ROLL-FORMED Q Z o DESICCANT FOAM STAINLESS STEEL h- Q raa45 EXT,GLASS EXT.GLASS EXT.GLASS ® Z O EXT.GLASS � 0 rn Z � O / Q Z AtoaS INT.GLASS INT.GLASS INT.GLASS INT.GLASS O N � ❑ LLJ � KODISPACE 76 SUPER 77 DURASEAL® 7XL EDGEX m 75 a 4SG TPS SPACER'DNXT'm 6 SPACER SPACER asap sauas 10: Description Material Kommeding 4SG TPS Spacer System Quanex Super Spacer nXl-With Hot Melt Butyl See this Sheet for Quanex Duraseal Spacer Materials Cardinal XL Edge Spacer ENCS TEST REPORTS:FTL-8717,8968&8970 A.LYNN MILLER,P.E. P.E.#513705 M IAM 1•DADE MIAMI-DADE COUNTY ® PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.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 herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone.- DESCRIPTION: Series"PW-701/620"Aluminum Fixed Window-N.I. APPROVAL DOCUMENT: Drawing No. MD-620.1, titled "Fixed Window Installation Guidelines", sheets 1 through 10 of 10,dated 04/12/13,with revision B dated 05/05/16,prepared by manufacturer,signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:None. 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 Oficial. This NOA revises NO"15-0528.27 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.16-0629.13 MIAMI RADE COUNTY Expiration Date: February 19,2019 I Approval Date: August 04,2016 #711 `� Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 03-1105.02) 2. Drawing No. AID-620.1, titled "Fixed Window Installation Guidelines", sheets 1 through 10 of 10, dated 04/12/13, with revision B dated 05/05/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system,Durasealo spacer system, Super Spacer'NXTTM spacer system and XL Edgelm spacer system at insulated glass,prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega,P.E. 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum fixed window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-7212,dated 03/21/13, signed and sealed by Marlin D.Brinson,P.E. (Submitted under NDA No. 11-1114.17) 3. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum fixed window,prepared by Fenestration Testing Laboratory, Inc.,Test Reports No. FTL-3834 and FTL-3847, dated 07/30/03 and 07/31/03 respectively,all signed and sealed by Joseph C. Chan,P.E. (Submitted under NOA No. 03-1105.02) Manuea z,P.E. Product Cont of aminer NOA No.16-0629.13 • Expiration Date: February 19,2019 Approval Date: August 04,2016 E-1 PGT Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-51h Edition (2014),dated 05/20/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. 15-0528.27) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. TREMCO Part No.TR-14271E EPDM exterior glazing gasket complying with the following: a) ASTM C864 Specification for Dense Elastomeric Compression Seal Gaskets, Setting Blocks, and Spacers with Option Il exceptions. b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers-Tension of 1600 PSI. c) ASTM D395B Test Methods for Rubber Property-Compression Set for 22 HRS 158°F. d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers of 143 lb./in. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5"Edition (2014), dated May 20,2015,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NDA No. 15-0528.2 7) 2. Statement letter of no financial interest, dated May 20, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. 15-0528.27) 3. Laboratory compliance letter for Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson,P.E. (Submitted under NOA No. 11-111417) 4. Laboratory compliance letter for Test Reports No. FTL-3834 and FTL-3847, dated 07/30/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan,P.E. (Submitted under NOA No. 03-1105.02) 5. Proposal No. 16-0125 issued by the Product Control Section,dated March 09,2016, signed by Ishaq Chanda,P.E. G. OTHERS 1. Notice of Acceptance No. 15-0528.27,issued to PGT Industries,Inc.for their Series "PW-701/620"Aluminum Fixed Window.-N.I."approved on 08/20 d expiring on 02/19/19. iVIanue a z,P.E. Product Cont of aminer NOA No-.-f6-0629.13 Expiration Date: February 19,2019 Approval Date: August 04,2016 E-2 GENERAL NOTES:SERIES 620 DESIGN PRESSURE RATING IMPACT RATING WIMPACT-RESISTANT FIXED WINDOWS — .._......_ VARIE , NOT RATED FOR IMPACT SEE SHEETS 24 RESISTANCE PRODUCT HAS BEEN DESIGNED 8 TESTED TO Y WITH THE REQUIREMENTS OF THE FLORIDA 48"TIP-TO-TIP WIDTH JG CODE,INCLUDING THE HIGH VELOCITY ;ANE ZONE(HVHZ). 47"BUCK WIDTH 48"BUCK WIDTH 48"BUCK WIDTH 44-1/4"VISIBLE 45-1/4"VISIBLE 45-1/4"VISIBLE PRODUCT REMISED ETERS ARE REQUIRED WHEN USED IN WIND-BORNE LIGHT WIDTH I REGIONS. LIGHT WIDTH LIGHT WIDTH � us compiyi°g with etcs Thrtivta. +� 6"MAX. 6"MAX. F,SHEET 7 8ui1d°eg Code MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, B,SHEET 5 D,SHEET 6 H,SHEET 8 f'— 2 MAX ACC'p�0"b ND) '2 is r� &Y MIAMI-DADE COUNTY APPROVED MASONRY -_ C pirat' Date 1q IRS.MATERIALS USED FOR ANCHOR EVALUATIONS I i j I By SOUTHERN PINE,ASTM C90 CONCRETE MASONRY tvtiutn Dvde{>rddotdC S 4ND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. A i A 95, C I ! C E,SHEET 7 I E,SHEET 7 v NOOD BUCKS LESS THAN 1-1/2"THICK ARE TO BE SHEETS SHEET 5 BUCK SHEETS i SHEET 6 G,SHEET 8 G,SHEET 8 a )ERED 1X INSTALLATIONS.1X WOOD BUCKS ARE I 96" I o: JAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. HEIGHT — BUCK m BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR I+ r HEIGHT ,WITHS/05/1 ERB&MD SHEET T ER.1X AND 2X BUCKS(WHEN USED)SHALL BE 92-1/4" -t— 9714. WITH SPACERS 8 MOVED PARTS. JED TO PROPERLY TRANSFER LOADS TO THE 12'MAX. i / VISIBLE 12"MAX. i 93-1/4" _� VISIBLE TORE.WOOD BUCK DESIGN AND INSTALLATION IS O.C. / LIGHT O.C. VISIBLE 5"MAX. LIGHT o? :SPONSIBILITY OF THE ENGINEER,(EOR)OR HEIGHT '[}� LIGHT O.C. HEIGHT fECT OF RECORD,(AOR). f I / 9fi' I I / HEIGHT }T / Y m TIP-TO i I I HOR EMBEDMENT TO BASE MATERIAL SHALL BE I TIP D WALL DRESSING OR STUCCO.USE ANCHORS OF HEIGHT 96" ;TENT EMBEDMENT,NARROW JOINT SEALANT IS USED I BUCK ❑ N e- .FOUR CORNERS OF THE FRAME.INSTALLATION I I HEIGHT 8 N N al°0 Qom, cli IRS SHOULD BE SEALED.OVERALL 1 O co -� 9 IG/FLASHING STRATEGY FOR WATER RESISTANCE OF ._ __ _ ___ ___ LATION SHALL BE DONE BY OTHERS AND IS BEYOND __ p'UL N_j o Z M B ;OPE OF THESE INSTRUCTIONS. _► J 6" , T —F,SHEET 7 Z LL <LL co -1 u °gyp 6" IS—r{ �— 12'MAX.O.C. D-'I 12"MAX.O.C. I 2 Uj W MAX. SHEET 5 SHEET 6 2"MAX, J H,SHEET 8 I 5'MAX.O.C. V U X CII 0 .1/4"SHIMS ARE REQUIRED AT EACH ANCHOR IIIA— UJ LU p 0 "T ^°N ION WHERE THE PRODUCT IS NOT FLUSH TO THE TYP•FLANGED FRAME TYP.EQUAL-LEG FRAME TYP.FIN FRAME ELEVATION o.W 00 Oe ^ Z Z .,ua RATE.USE SHIMS CAPABLE OFTRANSFERRING t�> O p � Z p o :D LOADS.WOOD BUCKS,BY OTHERS,MUST BE ELEVATION TESTED UNIT) ELEVATION(TESTED UNIT) (TESTED UNIT) o z a Z �, p •- FLL ;IENTLY ANCHORED TO RESIST LOADS IMPOSED ON v p 3YTHE WINDOW. ,- FIGURE 1: W IGN PRESSURES: SHAPES AS SHOWN BELOW OR SIMILAR,MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK J 12"O.C. .6 GUIDE TO SHEETS: AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 25. z W laaVS AT VE DESIGN LOADS BASED ON STRUCTURAL TEST MAX. URE,FRAME ANALYSIS AND GLASS PER ASTM E1300. GENERAL NOTES........................1 ANCHOR SPACING TO BE 6"MAX.FROM CORNERS AND 12'O.C.MAX.FOR ALL CURVED FRAME ® m Z ITIVE DESIGN LOADS BASED ON WATER TEST ELEVATIONS................................1 MEMBERS,SEE FIGURE 1,THIS SHEET. H URE,STRUCTURAL TEST PRESSURE,FRAME GLAZING DETAILS.......................24 ;EO O Z SIS AND GLASS PER ASTM E1300. DESIGN PRESSURES..................24 12"O.C. WIDTH WIDTH WIDTH WIDTH Z J a7°J3 INSTALLATION,FLANGE.............5 MAX. / T — T — O Q o ANCHORAGE METHODS SHOWN HAVE BEEN INSTALLATION,EQUAL-LEG.......6 T r T r r� , �i CV JED TO RESIST THE WINDLOADS CORRESPONDING INSTALLATION,INT.FIN A...........7 1 / / F� L31 _ ,�/ I O W 9 REQUIRED DESIGN PRESSURE.THE 33-1/3%STRESS INSTALLATION,INT.FIN B...........8 'I`iL / W �� I S2T i' w v LU WNSE HAS NOT BEEN USED IN THE DESIGN OF THIS CORNER ASSEMBLY...................9 6, = = = LL UrICT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR EXTRUSION PROFILES................10 MAX jj/ALUATION OF ANCHORS INTO WOOD.ANCHORS THAT PARTS LIST.......... L 1 L_ J 1 L___ -_J a17a •araQ sauas .........................10 INTO CONTACT WITH OTHER DISSIMILAR MATERIALS -�I F`- �I Imo- (-� �-( ,�• // MEET THE REQUIREMENTS OF THE FLORIDA WIDTH WIDTH WIDTH - i WIDTH w( UNN(.11 i, NG CODE FOR CORROSION RESISTANCE. TABLE 1: T T T T ��J� •• '••�� / e Sheet ERENCES:TEST REPORTS FTL-3834,3647 87212 # Desaiption # jI JLTRACON NOA;ELCO CRETEFLEX NOA:ANSI/ABPA /// I % I -- �T��•�•.•• ,n- EIJS� •? t.Jp.58705 '.:. )R WOOD CONSTRUCTION AND ALUMINUM DESIGN 1 3116"Tempered 2 = _11 _11 _11 , `L. 2 1/4"Tempered 3 1 1 L— —J L L J %�11 ': _ 3 13/16"IG(3116"Tempered-7116"Air-3116"Tempered) 4 :620 SERIES MAY ALSO BE REFERRED AS THE 701 WIDTH -•I F"" WIDTH -�{ Imo- WIDTH-�-{ �-WIDTH -�{ '. _STANDARDS USED: r _— —— r f , o iA� 02014 FLORIDA BUILDING CODE(FBC),5TH EDITION F i T :� •.,FCOR10h-••,(.j'�, •ASTM E1300-09 = �/ /� _ yf // & n v� �* •ANSI/AFBPA NDS-2012 FOR WOOD CONSTRUCTION y/ O 9� O � I ��'t•")�t�- w w w w I1111tI illi *ALUMINUM DESIGN MANUAL,ADM-2010 m _ II/ =1 I = A.LYNN MILLER,P.E. OAISI-S10D-07/S2-2010 1 1 .L _._.._.___..._...._ P.E.MILLER Window Design Pressure(+l-,psQ for Glass Type 1 Long Side on) 67-7/6 T 72 76 1 60 84 1 88 92 1 96 110 1D4 109-112 112 116 120 124 1 128 132 136 140 144 +1001-150 1+1001-150 +1001-149.5+100.'-147.7+1601-146.1+1001-144.7+1001-141.9+1001-138.4+1001-135.4+1001-132.6+1001-129.6+100/-128.6+100/-126.8+100/-125.4 +1001-124 +1001-122.6+100/-121.5+1001-120.5+1001-119.6+100/-118.8 2 +1001-147.2+1001-144.6+1001-142.5+1001-140.6+1001-137.5+1001-131.7+1001-127.1+1001-123.4+1010/-120.3+100/-117.9+1001-114.8+1001-113.8 +1001-112 +1001-110.4+100/-10&91+1001-107.6+1001-106.5+1001-1D5.6+1001-104.5+100/-103.6 4 +100/-141.3+100/-138.6+1001-136.4+1001-134.5+100/-128.1+1001-122.3+1001-117.7+100/-113.9+1001-110.1+100/-106.8+100/-103.4+1001-102.2+100%100.4 +/-99 +1-97.4 +/-96.2 +/-95 +/-93.9 +1-93 +1-92 PRODUCT REVISED i +1001-136.1+1001-133.3 +100/-131 +100/-129 +1001-123.4+1001-117.3+1001-111.8+100/-106.4+1001-102.6 +/-99.7 +/-96 +/-04.4 +I-92.2 +1-90.1 +/88 +1.86.6 +1.85.2 +/-84 +/-83 +/-81.6 as Cm Plyins With ILmficti a 8 +1001-131.6+1101-128.7+1001-126.3+100/-124.2+1001421.7+1001-115.1+1001-107.8+100/-102.5 +/-98.4 +1-94.5 +1-9D +1$7.9 +/-85.2 +/-83 +1.81.4 +/-79.8 +/-78.4 +/-77.2 +/-76.2 +/-75 B147dtg Cudc 4.6 ) +1001-127.6+1001-12 +100/-122.1 +100/-120 +1001-118.1+1001-113.9+1001-106.6+1001400.8 +1-96.1 +/-91.6 +1$5.4 +1-93.4 +/-81.1 +1-78.9 +1-76.9 +/-75 +/-73.4 +/-71.8 +/-70.3 +/-68.6 A -N I 2 +1001-124.1 +1001-121 +1001-118.4+1001-116.2+1001-114.3+10N-112.6+1001-106.2+1001-100.6 +1,95.3 +/-89.9 +/83.4 +/$1.4 +1-76.7 +1-76.1 +/-73.5 +/-71.2 +1.69 +/87 +/-65.2 +/-63.4 Date 4 +100/-121 +1001-117.8+1001-115.21+10(Y-112.9+1001-110.9+1001-109.1+1001-106.8+1001-100.7 +1.95.4 +/-89.9 +/-02.6 +/-80.8 +/-77.6 +/-74.4 +1-71.8 +/-98.5 +/-65.9 +/-63.4 +/-91.8 +/-90,6 5 +1001-118.4 +1001-115 +1001-112.2+100'-109.8+1001-107.8 +1001-106 +1001-164.3+1001-101.1 +/,95.7 +/-90.3 +1-92.8 +/-60.6 +/-77.4 +/-74 +/-70.3 +187.2 +/-63.9 +1-61.7 +/-90.4 +1.58.8 Dy + 83.2 +/-81.1 +1-77.5 +1-74 +/-70.6 +186.6 +/83 +/81.4 +/-59.6 +/87,8 R1iami °de Product C<m44F B +1001-116 +1001-112.5+1001-109.8+1001-107.1 +1001.105 +1001-10.3.1 100/-101.5 +/-100 H-98.3 +/.90.8 +1 D +100/-114 +1001-110.3+1001-107.3+1601-104.7+100/-102.5+1001-100.6 +/-98.9 +/-97.4 +/-96 +/91.4 +/-83.6 +/-81.6 +/-78.2 +/-74.6 +/-70.9 +187.3 +183.2 +/81 +/59.4 2 +1001-112.2+100/-108.4+1001-165.2+1001-102.6+1001-100.3 +/-98.3 +/-96.5 +1-94.9 +/-93.6 +/-92 +154.6 +F82 +/-78.6 +/-75.3 +/-71.6 +157.8 +/-64 +181.4 a 4 +100/-110.7+100/-106.7+1001-103.4+1001-100.6 +/-98.2 +/-96.2 +/-94.4 +/-928 +/-91.3 +1.90 +1-85.2 +/82.4 +/-78.6 +/-75.8 +/-72.2 +/88.6 +/.64.8 5 +1001-109.4+1001-105.2+1001-101.8 +/-98.9 +/-96.4 +1-94.3 +/-92.4 +/-90.8 +/-89.3 +/-88 +/-65.4 +/-82.7 +/-79.2 +/-76 +/-72.8 +/89.4 m 8 +1001-108.4+1001-103.9+1001-100.4 +/-97.4 +/-94.8 +/-92.6 +/-90.6 +1-68.9 +1.87.4 +186.1 +1.84.2 +1$2.3 +/-79.3 +/-78 +/-72.8 ' D +1001-107.5+1001-102.9 +/-99.1 +/-96 +1-93.3 +1-91 +/-89 +187.3 +/-85.7 +1$4.3 +/-92.6 +/-81.4 +/-78.7 +/-76 q U 2 +1001-106.9 +1001-1D2 +/-98.1 +/-94.8 +/-92 +159.6 1 +/-87.8 +185.6 +/-84.2 E±27 +181 +1.80.3 4 +1001-106.4+1001-101.3 +/-97.2 +/-93.8 +l-90.9 +1,98.4 +/,96.3 +/.84.4 +/82.7 +151.3 +/-79.5 +1-78.8 6 +1601-106.1+1101-100.7 +/-96.4 +/-928 +159.8 +1.87.3 +/-85.1 +1-83.1 +181.4 +1-79.9 716 +1601-106.1+1001-100.3 +/-95.6 +/-92.1 +1-89 +1-86.3 +/-84 +182 +150.3 +/-78.7 M `1 m c7. � '^aa DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1-FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. IZES NOT SHOWN.ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 10 .- RCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. N 04 ofN O mco -j �� O Z T D Z u- tq LL 100 Zi W u'N 0 TABLE DIMENSIONS MAY BEW U O D 00 O 0 °N ORIENTED VERTICALLY OR F WDD O (7 91AC HORIZONTALLY AS SHOWN. o) O�ev z o LONG Z a1 0.-Z O 10 SIDE `� F W LL Imo- LONG SIDE - �/ Q m O Y J Q 3116'TEMPERED GLASS SHORT ® co w laays m Z d' SIDE N 4 *2D13 SHORT 0 V) z - SIDE � O USED AT CURVED Q FRAME MEMBERS ONLY 295/8" - LL Z CL @ 11-718'O.C.MAX. ASS BITE O Z 1-3 �- LONG SIDE �{ O 10 U x W a EXTERIOR U- O SHORTSIDE SIDE aq!t '°sep sauss GLASS TYPE 1 �1SHORT SIDE A.LYNN MILLER,P.E. P.E.#58705 Window Design Pressure(+►-,psf)for Glass Type 2 Long Side(in) 67-7/8 1 72 76 1 80 84 1 88 92 96 100 104 109-1/2 112 116 120 124 128 132 136 140 144 +1001-150 +1001-150 +1001-149.5+1001-147.7+1001-146.1+1001-144.7+1001-143.4+100%142.2+1001-141.2+100/-140.2 +1001-139 +1001-138.6+100/437.8+100/-137.1+1001-136.5+100/-135.9+1001-135.4+1001-134.9+1001-134.4+100/-133.9 2 +100(.147.2+1001-144.6+1001-142.51+1001-140.6 +100/-139 +1001-137.5+1001-136.2 +1001-135 +1001433.9 +1001-133 +100/-131.7+1001-131.3+1001-130.5+1001-129.8+100/-129.2+100/-128.6 +1001-126 +1001-127.5 +1001-127 +100/-126.5 ; +1001-141.3+1001-138.6+100%136.4+100/-134.5+1001-132.7+1001-131.2+100/-129.9+1001-128.7+1001-127.6+100/126.6+100/-125.3+1001-124.8+1001-124.1+1001-123.4+100/-122.7+100/-122.1 +1001-121.5 +100/-121 +100/-120.5 +1001-120 PRODUCT REVISED 3 +1001-136.1+1001-133.3 +100/-131 +100/-129 +10D/-127.3+1001-125.7+100/-124.3+1001-123.1 +1001-122 +1001-120.9+1001.119.7+100/-119.1+1001418.4+1001-117.6 +1001-117 +1001-116.4+100/-115.8+1001-115.3+1001-114.8+1001-114.2 as complying with We Florida 3 +1001-131.6+1001-128.7+100/-126.3+1001-124.2+10D/-122.4+1001-120.8+1001-119.4+100/-118.1 +100/-117 +100/-115.9+100/-114.6+100/-114.1+1001-113.3+1001-1126+1001-111.9+1001-111.3+1001-110.71+100/-110.1 +1001-108.8+100/-107.41 Buildine,Cods ) +1001-127.6+100/-124.6+1001.122.1 +1001-120 +1001-118.1+1001-116.5 +1001-115 +1001-113.7+1001-112.5+100/-111.4+1001-110.1+1001-109.6+100/-108.8+1001-107.7+1001-105.5+1001-103.4 +1001-102 +1001-100.6 +/-99.4 +/-98 Aa pin!«No I �.Q, 2 +1001-124.1 +1001-121 +1001-118.4+1001-116.2+100/-114.3+10a-112.6+100/-111.1+1001.109.7+1001-106.5+1D01-107.4+1001-106.1+1001-105.5+1001-103.5+100/-100.9 +/-98.7 +/-86.6 +1-94.9 +/-93.2 +1-91.6 +/-90 rII��Moe +1001-121 +1001.117.8+100/-115.2+1001-112.9+1001-110.9+1001-109.1+1001-107.51+100/.106.1+1001-104.9+100/-103.8+1001-102.4+1(01-101.8 +1.99.2 +/-96.1 +/-93.6 +/-90.9 +/.88.7 +/-88,5 484.6 +/-83 B 3 +1001-118.4 +100/-115 +1001-112.2+1001-109.8+100/-107.8 +1001-106 +1001-104.3+1001-102.9+1001-101.6+1001-100.5 +/-99.1 +/38.5 +1-96 +/-92.5 +189.1 +/.86.3 +/.83.7 +/81.8 +/80.2 +/-78.6 y 3 +1001-116 +100/-112.5+1001-109.6+1001-107.1 +1001-105 +1001-103.1+1001-101.5 +/-100 +/-98.7 +/-97.5 +/-96.1 +/-95.5 +/-94 +1-89.8 +1-86.2 +1-83 +/30.8 +1-79 +/-77.1 +/-75 Mi. 'Die Prodtst ) +1001-114 +100/-110.3+1001-107.31+100f-104.7+1001-102.5+100/-100.6 +/-98.9 +/-97.4 +/-96 +/-94.8 +/-93.3 +/32.7 +1-91.8 +/88.7 +/.84 +/-81.6 +/-79.1 +1-76.7 +l-74.7 2 +1001-112.2+1001-108.4+1001-105.2+1001-1026+100/-100.3 +/-98.3 +1-96.5 +/-94.9 +/33.6 +1323 +/-90.8 +/30.2 +/89.2 +/-88.4 +/33,8 +/80.6 +/-78.2 +/-75.6 Q +1001-110.7+100/-106.7+1001-103.4+1001-100.6 +1-98.2 +/-96.2 +/54.4 +/-92.8 +1-91.3 +/-90 +188.5 +/87.8 +186.9 +186 +1.84.1 +1.80.8 +1-77.6 ' 5 +1001-109.4+1001-105.2+100/401.8 +/-98.9 +/-96.4 +/-94.3 +1.924 +/-90.8 +/89.3 +/B8 +/86.4 +185.7 +184.7 +/83.9 +183 +181.2 m 3 +1001-108.4+1001-103.9+100/400.4 +1-97.4 +1-94.8 +/.92.6 +/-90.6 +188.9 +/87.4 +186.1 +184.4 +183.8 +182.8 +/81.8 +181 ) +100/-107.5+1001-102.9 +/-99.1 +1_96 +153.3 +/-91 +189 +187.3 +/85.7 +/84.3 +182.6 +/82 +180.9 +I80 2 +1001-106.9 +1001-102 +/58.1 +/-94.8 +1.92 +189.8 +/87.6 +185.6 +/-84.2 +1827 +181 +/80.3 +1-79.2 +1001-106.4+1001-101.3 '*1-97.2 +/33.8 +/50.9 +186.4 +186.3 +184.4 +/82.7 +181.3 +l-79.5 +l-78.8 3 +1001-106.1+1001-100.7 +/.95.4 +/52.8 +189.8 +187.3 +185.1 +183.1 +/81.4 +/-79.9 I18 1+1001-106.11+1001-100.3 +/55.8 +/32.1 +189 1 +/-66.3 1 +/-84 1 +/82 1 +/80.3 +1-78.7 M Y m > a CO .,,aa DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1'FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. IZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 7730 O o RCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. c+7 N cc c'4 O--i -j cm z Fg Z LL Ln LL w J uun1Q =111 - W TABLE DIMENSIONS MAY BE U U_ X o ORIENTED VERTICALLY OR I-Z m O v m 00 0aa HORIZONTALLY AS SHOWN. o� O Y Z c LONG c Z n.Z O to SIDE `� ~Q W LL O �- LONG SIDE �/ CO M Q a 1/4"TEMPERED GLASS W laavS SHORT ® rn Z of SIDE w 00 SHORT _ 0 � z 1� SIDE O W USED AT CURVED _ < ❑ e/nos FRAME MEMBERS ONLY 29 518" n- Z n. @ 11-7/8"O.C.MAX. GLASS BITE _ ��'7�"" OZ N 1-3 �-� LONG SIDE -�{ } w ❑ _X w a EXTERIOR x- ❑ 20 13 SHORT LONG SIDE er71 '�saQ sauaS SIDE GLASS TYPE 2 SHORT _ SIDE A.LYNN MILLER,P.E. P.E.#58705 Window Design Pressure(+/-,psf)for Glass Type 3 Long Side On) 67-7/8 1 72 78 1 80 84 1 88 92 98 100 1D4 109-1/2 112 116 120 124 1 128 132 136 140 144 +1001-150 +1001-150 +ILII-149.5+1001-147.7+1001-146.1+1001-144.7+1D01-143.4+1001-142.2+1001-141.2+1001.140.2 +1001-139 +1 DDI-138.6+1001-137.8+1001-137.1+100/-136.5+1001-135.9+1001-135.4+1001-134.9+100/-134.4+1001-133.9 +1001-147.2+100/-144.6+100/-142.5+1001-140,fi +1001-139 +100/-137.5+1001-136.2 +1001-135 +1001-133.9 +100/-133 +1001-131.7+1001-131.3+1001-130.5+1001-129.8+1001-129.2+1001-128.6 +1001-128 +1001-127.5 +100/-127 +100/-126.5 +1001-141.3+1001-138.6+1001-136.4+1001-134.5+100/-132.71+100f-131.2+1001-129.9+1001-128.7+1001-127.6+1001-126.6+1001-125.3+1001-124.8+1001-124.1+1001-123.4+1001-1227+1001-122.1+1001-121.5 +100/-121 +100/-120.5 +1001-120 PRODUCT REVISED +0101-136.1+100/-133.3 +1001-131 +1001-129 +100/-127.31+1001-125.7+1001-124.3+1001-123.1 +1001-122 +1001-120.9+1001-119.7+1004119.1+1001-118.4+1001-117.6 +1001-117 +1001-116.4+100/-115.8+1001-115.3+100/-114.8+1001-114.2 2s cewplying with dte Florida +1001-131.6+1001-128.7+100/-126.3+1001-124.2+100/422.41+100/-1120.8+1001-119.4+1001-118.1 +100/-117 +1001-115.9+1001-114.6+100/-114.1+1001-113.3+1001-112.6+1001.111.9+1001-111.3+1001-110.7+1001-110.1+100/-109.6+1001-109.1 Building Cade +1001-127.6+1001.124.6+1001-122.1 +100/-120 +1001-118.11+1001-11116.5 +1001-115 +1001-113.7+1001-112.5+100/-111.4+10DI-110.1+10D/-109.6+1001-108.8 +1001-108 +1001-107.3+1001-106.7+100/-106.1+1001-105.5 +1001-105 +1001-104.5 :,=ptaaca No)10 +1001-124.1 +1001-121 +1001-118.41+1001-116.2+1001-114.3+1001-112.6+1001-111.1+1001-109.7+1001-108.5+100/-107.4+1001-106.1+1001.105.5+1001-104.7+1001-103.9+1001-103.2+1001-102.5+1001-101.9+1001-101.41+1001-100.8+100/-100.3 tion Date 9 +1001-121 +1DDI-117.8+1001-115.2+1001-1129+1001-110,9+1001-109.1+1001-107.51+1001-108.1+1001-104.9.+1001-103.8+1001.102.4+1001-101.8 +1001-101 +1001-100.2 +/-99.5 +1-98.8 +/-98.2 +1-97.6 +1-97.1 +/-96.5 +1001-118.4 +1001-115 +1001-112.2+100/-109.8+1001-107.8 +100/-106 +100/-104.3+1001.102.9+1001-101.6+100/-100.5 +/-99.1 +/-98.5 +/-97.6 +/-96.8 +1-96.1 +/-95.4 +/-94.8 +/-94.2 +/-93.6 +/-93.1 y Mie +1001-116 0001-1112.5+10(Y-'109.15+1001-107.1 +100'-105 +1001-103.1+100/-101.5 +/-100 +1.98.7 +/-97.5 +1.96.1 +/-95.5 +/-94.6 +1.93.8 +1-93 +/.92.3 +/-91.7 +/-91.1 +/-90.5 +/-69.9 'Dene Product but +1001-114 +1001-110.3+10VAD7.3+1001.104.7+100/402.5+1001-100.6 +1-98.9 +/-97.4 +/-96 +1-94.8 +/-93.3 1 +/-92.7 +1-91.8 +/-90.9 +/-90.2 +/-89.5 +/-98.8 +1-98.2 +/-87.7 +1001-1122+100/-108.4+1001-1052+1001-1026+100/-100.3 +/-98.3 +/-96.5 +1-94.9 +/-93,6 +/-923 +/-90.8 1 /-90.2 +1$9.2 +/$8.4 +/-97.6 +/-86.9 +/-96.2 +/-95.6 +1001-110.7+1001-106.7+1001-103.4+1001-100.6 +/-98.2 +/-96.2 +f-94A +1-92.8 +/-91.3 +/AO +/.88.5 +/$7.8 +/-88.9 +/-06 +/-85.2 +/-84.5 +/-93.8 " +1001-109.4+1001-105.2+1001-101.8 +/58.9 +/-96.4 +/-94.3 +I-924 +/-90.8 +/-89.3 +1-98 +156.4 +1-95.7 +/-84.7 +/83.9 +1.83 +/-823 m +1(01-101.4+100/-103.9+1001-100.4 +/-97.4 1 +/-94.8 +/-92.6 +/-90.6 +1.88.9 +/-87.4 +1$6.1 +/-84.4 +1.83.8 +/-82.8 +1$1.8 +/A1 +1001-107.5+1001-102.9 +I-99.1 +/-96 +1-93.3 +/-91 +1-89 +1-07.3 +/-85.7 +/-94.3 +/-82.6 +682 +/-80.9 +/-80 +100/-106.9 +1001-102 +1-98.1 +/-94.8 +152 +689,6 +/-87.6 +/-85.8 +/-84.2 +/.82.7 +/-81 +1.80.3 +l-79.2 > +1001-106.4+1001-101.3 +/-97.2 +/-93.8 +/-90.9 +1$8.4 +1.86.3 +/54.4 +1.82.7 +/.81.3 +/-79.5 +/-78.8 +1001-106.1+1001-100.7 +/-96.4 +/A2.8 +/.89.8 1 +/51,3 1 +1$5.1 1 *153.1 1 +/-91.4 +/-79.9 18 1+1001-106.11+1001-100.31 +/55.8 1 +/-92.1 1 +1.89 1 +l-66.3 1 +/-84 1 +/-82 1 +/.80.3 1 +1-78.7 m y m LU tel_ j =.a )IMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. ;a: O ZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. n aie0 O o ir C14 2CHITECTURAL WINDOWS.FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. O� v 9 M OJ NJ O z Tg Z D- u7 LL t0 J uMo�O X:Lj •- W TABLE DIMENSIONS MAYBE V U X mO 13N6'NOM. 111 �JJ ORIENTEDVER7ICALLYOR W m p DMa GLASS STACK I HORIZONTALLY AS SHOWN. > `L Z �. Z co D. 0 LONG Z O m SIDE `� F- W LL 3116"TEMPERED GLASS�+ \� �+- LONG SIDE �/ J m � 7116"AIR SPACE 3/16"TEMPERED GLASS < H SHORT 9 Z iaays 12 I SI`DE USED AT CURVED I -1- SHORT < O L a FRAME MEMBERS ONLY 29 518, I s @ 11-718"O.C.MAX. GLASS BITE z O Z 1-3 Imo- LONG SIDE -�I O � EXTERIOR -I� V X W a- 4- 21 lv`J &7 21 13 ! IL D SHORT ,f/ LONG apl •asa0 sauag GLASS TYPE 3 SIDE / SIDE SHORT SIDE A.LYNN MILLER,P.E. P.E.#58705 2X WOOD BUCKSTRIP INSTALLATION INSTALLATION EDGE _ OR FRAMING,SEE EMBEDMENT DISTANCE NOTE 2,THIS SHEET TYPE C TYPE B INSTALLATION EMBEDMENT 1X WOOD BUCKSTRIP, ° TYPE A 114"MAX SEE NOTE 2,THIS SHEET ° EMBEDMENT SHIM TYP.ANCHOR TYPE,EMBEDMENT AND EDGE PRODUC'Y'REVISED 1 a EDGE DISTANCE PER SUBSTRATE, DISTANCE as complying with the Florida -- �� EDGE I SEE TABLE 5,THIS SHEET Building Code 1 DISTANCE •� 6 Accepwocc Nn t 21 1 E' 'nhhioo Date 1/4"MAX B 1 SHIM 1 y Mi a Product' 4 TYP.ANCHOR TYPE, _.--- EMBEDMENT AND EDGE Q DISTANCE PER SUBSTRATE, 11 — 10, SEE TABLE 5,THIS SHEET — m m USED AT CURVED EXTERIOR 29 FRAME MEMBERS ONLY °' •m. f� 12 m 11-7/8'O.C.MAX. CONCRETFJCMU 'I� ' PER ANCHOR VISIBLE LIGHT WIDTH= �I 5 � REQUIREMENT WINDOW BUCK WIDTH-2-3/4" WINDOW BUCK WIDTH CONCRETE/CMU t•`1 Y in WINDOW TIP-TO-TIP WINDOW WIDTH PER ANCHOR j a 'ra21 BUCK EXTERIOR REQUIREMENT O HEIGHT a 1/4'MFUC.SHIM HORIZONTAL SECTION A-A } v ,You o 0 TIP-TO-TIP I 0 M w CD WINDOW #12 STEEL Q J N J o Z �B O HEIGHT VISIBLE SELF-DRILLING SMS Z LLC, LL to W """'a 2 LIGHT (G5).SEE TABLE 5, =W � `— HEIGHT= THIS SHEET W- O 'IN WINDOW TABLE 5: F W m 0 O JM0 HEIGHT- Anchor Substrate Min.Edge Min.Embedment BUCKMax O.C. or ] O YO d• 2 0 2.3/4' INSTALLATION Distance spacing � Z d Z rn 0 METHOD D P.T.S05-them Pine(SG=0.55) 9116" 13/8" 12" v Q O INSTALLATION ANCHOR #12 or#14 410 SS Screw Aluminum,6063.75 min. 318' 0.063"" 12' J UNDERNEATH THE A36Steel 318' 0.063" 12' Q OZ BEADING Steel Stud,Gr.33 min. 3/8' 0.045 18 Ga ' 12' EXTERIOR P.T,Southern Pine(SG=0.55) 9/16" 1318' 12' ® rn Q trays #12 or#14 Steel Screw(GS) Atuminum,6063-T5 min. 3/8° 0.063"• 17 z J MIAMI-DADE APPROVED MULLION 15 A36 Steel 3/8' 0.063"• 12' ?�. Q Z 21 (SEE SEPERATE NOA),ALUMINUM, Steel Stud,Gr.33 min. 3/8" 0.045 18 Ga)' 17 O f --{ 6 1 STEEL FRAMING OR STEEL STUD. Ungmuted CMU,(ASTM G90) 2-1/7 1-114• 12° ¢ Z z afc�s �l SEE SUBSTRATE PROPERTIES, 1/4'410 SS CreteFlez Concrete(min.3.35 ksi) 1' 13/4' 12° u- '�5 F TABLE 5,THIS SHEET Concrete(min.2.85 ksi) 1° 13/4" 12, O lU U 1/4'MAX SHIM Concrete(min.2.85 kap 2-1/7 1318° 12' O W O 1/4'Steel Ultraeon w W Z Ungrouted CMU,(ASTM G90) 2-1/7 1-1/4' 12° O — ] a (' Grouted" CM ' C-90 2-117 1314' 17 LL LL } 1X WOOD BUCKSTRIP, SI18°Steel Ultrecon Concrete(min.3.5 ksl) 1 1314" 12' an!t •�sa0 seuos � I SEE NOTE 2,THIS SHEET Grouted CMU ASTM G90 2-117 1314° 12" MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. T CONCRETE PER EMBEDMENT ANCHOR INSTALLATION NOTES: y REQUIREMENT 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. II • a,• 2.WOOD BUCKS DEPICTED ON THIS SHEET AS'1X',ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2'.1X WOOD BUCKS ARE I� TALLATION Y� "'STANCE TYP.ANCHOR TYPE,EMBEDMENT OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS"2X'ARE 1-112"THICK OR GREATER. TYPE B AND EDGE DISTANCE PER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING SUBSTRATE,SEE TABLE 5,THIS SHEET JURISDICTION. . . VERTICAL SECTION B-B 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A.LYNN MILLER,P.E. P.E.#58705 2X WOOD BUCKSTRIP INSTALLATION INSTALLATION EDGE OR FRAMING,SEE TYPE G TYPE F DISTANCE NOTE 2,THIS SHEET r---- — EMBEDMENT 1X WOOD BUCKSTRIP, —� EMBEDMENT SEE NOTE 2,THIS SHEET ° INSTALLATIONIi 1/4'MAX TYPE E EMBEDMENT t— —� SHIM TYP.ANCHOR TYPE,EMBEDMENT AND EDGE EDGE DISTANCE PER SUBSTRATE, PRODUCT REVISED he EDGE * 6 SEE TABLE 6,THIS SHEET DISTANCE as complying with the Flartda DISTANCE - ftild ag Code _ tpla�uj �1/4'MAX2 �V 2 SHIM 4 _ _ __ .._._... .• Mi Swie PrvsZ' TYP.ANCHOR TYPE, EMBEDMENT AND EDGE 11 ° Q DISTANCE PER SUBSTRATE, 11 SEE TABLE 6,THIS SHEET EXTERIOR m USED AT CURVED -- �L, 12 EXTERIOR 29 FRAME MEMBERS ONLY 4 @ �/ 'm = 11-Ile"O.C.MAX, --� 5 d ; CONCRETEfCMU VISIBLE LIGHT WIDTH I PER ANCHOR WINDOW BUCK WIDTH-2-314" Ir REQUIREMENT WINDOW BUCK WIDTH I CONCRETEICMUW Y m WINDOW PER ANCHOR > BUCK HORIZONTAL SECTIO_N C-C REQUIREMENT HEIGHT1/4"MAX.SHIM �. aiap O #12 STEEL 00 V �Uof) cc� SELF-DRILLING SMS -1 J Cr) o uJ Z �e VISIBLE (G5),SEE TABLE 6, Z LL Ln� co _J uMw4 LIGHT THIS SHEET TABLE 6: X:Lj HEIGHT= Min.Edge Max O.C. 00 X 9 W WINDOW Anchor Substrate Distance Min.Embedment Spacing FW-•Z O� v 5 °N BUCK — P.T.Southem Pine(SG=0.55) 8118° t�18' 12° o> m O '� Z `JMO HEIGHT- 23/4" INSTALLATION #12 or#14410 SS Screw Aluminum,Steel 3/8' 3/8° 0.063°' 12" or 4 O O __ A38 Steel 31B° 0.063"' 12° Z R Z LL TYPE H Steel Stud Gr.33 min. 3/8' 0.046'(18 Ga • 12" v g ZO O P.T.Southern Pine(SG=0.55) 9118° 1-318° 12" r0 EXTERIOR Aluminum.6063-T5 min. 31B° 0.083'• 12° Q Q #12 or#14 Steel Screw(GS) A36 Steel 318' 0.083°' 12' m U) -i iaa45 Steel Stud,Gr.33 min. 318° 0.045"(18 Gal 12" ® rn Z Q MIAMI-DADE APPROVED MULLION Ungmuted CMU,(ASTM 090) 2-1/2" 1.114' 12° # rj 21 (SEE SEPERATE NOA),ALUMINUM, 114'410 SS CreteFlex Concrete(min.3.35 ksl) 1° 1.3/4° 12" 0 _Z Z 6 STEEL FRAMING OR STEEL STUD. Concrete(min.2.85 ksl) 1° 1-3/4° 12° R 0 SEE SUBSTRATE PROPERTIES, Concrete(min.2.65 ksI) 2-112' 1-3/8' 12" LL Z W 1/4°Steel Ultracon O TABLE 6,THIS SHEET Unpmuted CMU,(ASTM C-90) 2-112" 1-1l4' 12° F J � 5 �1/4"MAX SHIM Grouted CMU, ASTM C-90 2-1/2" 1.314' 12' w w Q Concrete(min.3.5 kel) 1-1/4" 1-314" 12" O W 5/18 Steel Ugrecon Grouted CMU, ASTM C-90 2-1lY 1-314" 12" X LL O. lL W 1X WOOD BUCKSTRIP, 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. aIL?1 •>sa0 sauas SEE NOTE 2,THIS SHEET CONCRETE PER EMBEDMENT ANCHOR INSTALLATION NOTES: - ' y REQUIREMENT - - 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ALLATION 2.WOOD BUCKS DEPICTED ON THIS SHEET AS°1X",ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-112".1X WOOD BUCKS ARE _ I •EDGE •TYP.ANCHOR TYPE,EMBEDMENT OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS"2X"ARE 1-112°THICK OR GREATER. YPE F �-- DISTANCE AND EDGE DISTANCE PER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING SUBSTRATE,SEE TABLE 6,THIS SHEET JURISDICTION. VERTICAL SECTION D-D 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A.LYNN MILLER,P.E. P.E.#58705 IP.ANCHOR TYPE, 2X WOOD BUCKSTRIP DMENT AND EDGE EMBEDMENT — OR FRAMING,SEE INSTALLATION INSTALLATION '.PER SUBSTRATE, I NOTE 2,THIS SHEET 3LE 7,THIS SHEET — TYPE J TYPE K EDGE EDGE DISTANCE 114'MAX INSTALLATION n DISTANCE SHIM EDGE DISTANCE --�j TYPE I �' 2X WOOD BUCKSTRIP a PRODUCTREVISED �I 2X WOOD BUCKSTRIP I ,Building complying wi+h the Florida OR FRAMING,SEE OR FRAMING,SEE— Building CeCe NOTE 2,THIS SHEET NOTE 2,THIS SHEET Acvepumco tlo�O• Z 3 Empire Ga'e J9 1/4"MAX TYP,ANCHOR TYPE,EMBEDMENT AND 3 Jl SHIM EDGE DISTANCE PER SUBSTRATE, BY 04 --" 6 SEE TABLE 7,THIS SHEET i4�arn `P"nQuct EMBEDMENT 11 3 i EMBEDMENT Q, USED AT CURVED ---- __ m EXTERIOR 29 FRAME MEMBERS ONLY --- Q, - (!-1 a1 11-7/8'O.C.MAX. 11 ; EXTERIOR' 12 Y m iNDOW `i w 'naa 3UCK VISIBLE LIGHT WIDTH= EIGHT 114°MAX.SHIM �•{ WINDOW BUCK WIDTH-2-3/4' —i �p an WINDOW BUCK WIDTH N ^ al°0 0 N O co v w o VISIBLE INSTALLATION HORIZONTAL SECTION E-E z i C', LL (0 _5 -10 LIGHT TYPE L =LL "- w HEIGHT= O O X S2 6 0 WINDOW W Z O 5 "ON BUCK #10 STEEL o W m Y O SMO HEIGHT- SELF-DRILLING SMS_ TABLE 7: o O p o 2-3/4" (G5),SEE TABLE 7, Min.Edge Max.O.C. Anchor Substrate LL THISSHEET Distance Spacing Q p 2.1/2'x.113"Box Nail P.T.Southern Pine(SG=0.55) 5/16" 5" r` v 2-1/2'x.131"Common Nail P.T.Southern Pine(SG=0.55) 3/8" 5"2-1/2"x.145•Roofing Nail P.T.Southern Pine(SG=0.55 318" 5"P.T.Southern Pine(SG=0.55) 1/2' 5" Z Z 0.093"Aluminum,6083-T5 min. 5/16" 5" ?� 0#10 x 1"Steel Screw' � Z 21 O 1/16°A38 Steal 5116' S" O6 2X WOOD BUCKSTRIP OR 0.045' 18 Ga SteelStud,Gr.33 5116' 5" ¢ ZOR FRAMING.SEE •MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. O F N CNOTE 2,THIS SHEET V 5 r1/4"MAX SHIM MIAMI-DADE APPROVED MULLION W W Z (SEE SEPERATE NOA),ALUMINUM, O X Z_ a .— STEEL FRAMING OR STEEL STUD. LL -- SEE SUBSTRATE PROPERTIES, aA!1 '°sap seuas INSTALLATION — TABLE 7,THIS SHEET --TYPE J �� c� C. EDGE DISTANCE INSTALLATION NOTES: ' TYP.ANCHOR TYPE,EMBEDMENT 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. �-+-- EMBEDMENT AND EDGE DISTANCE PER ` SUBSTRATE,SEE TABLE 7,THIS SHEET 2.WOOD BUCKS DEPICTED ON THIS SHEET AS'1X",ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1.1/2'.1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS"2X"ARE 1-1/2"THICK OR GREATER. v `! VERTICAL SECTION F-F INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING —_ JURISDICTION. 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A.LYNN MILLER,P.E. 11 P.E.#58705 2X WOOD BUCKSTRIP EDGE OR FRAMING,SEE INSTALLATION TYPE M INSTALLATION EMBEDMENT ALLATION TYPE MDISTANCE NOTE 2,THIS SHEET� 'FOR THIS INSTALLATION TYPE N EMBEDMENT METHOD ONLY, )R THIS INSTALLATION ANCHORS MAYBE NO ETHOD ONLY, SHIM MAX SHIM • MORE THAN 6"0 C. . VCHORS MAY BE NO EMBEDMENT I WOOD BUCKSTRIP,SEE PRCUUCT P.EVISED ORE THAN 6'O.C. —��-- 2X WOOD BUCKSTRIP NOTE 2,THIS SHEET I ar co,oplyinB with dtc Flarida OR FRAMING,SEE Building Cats NOTE 2,THIS SHEET Am-Pren`'c No LG< .j3 Ex 'ration Date j9 �1l4'MAX TYP.ANCHOR TYPE,EMBEDMENT AND B 3 SHIM EDGE DISTANCE PER SUBSTRATE, hli�un' ate Pttidtx�,Cd'-•"'•v 4 TYP.ANCHOR TYPE, 6 SEE TABLE 8,THIS SHEET - EMBEDMENTANDEDGE DISTANCE PER SUBSTRATE. 11 SEE TABLE 8,THIS SHEET 3 c USED AT CURVED EDGE m EXTERIOR 29 FRAME MEMBERS ONLY DISTANCE O EDGE @11-7/8'O.C.MAX. 11 --_---_ , DISTANCE CONCRETE/CMU PER ANCHOR fiNDOW REQUIREMENT q 12 CONCRETE/CMU W m Y m BUCK VISIBLE LIGHT WIDTH= 5 PER ANCHOR W c� '^aa 1EIGHT 1/4"MAX.SHIM —►{ III'��— WINDOW BUCK WIDTH-2-314" REQUIREMENT Q 0 WINDOW BUCK WIDTH EXTERIOR N a7o0 0 N Co VISIBLE INSTALLATION TYPE O HORIZONTAL SECTION G-G z '0 LL m ? nMaa LIGHT =uj �- W HEIGHT= FOR THIS INSTALLATION U V X 0 WINDOW METHOD ONLY, TABLE 8: F-W m Q V 5 ny�0 BUCK ANCHORS MAYBE NO Anchor Substrate Min.Edge Min.Embedment Max.O.C. 0> Y HEIGHT- • MORE THAN 6"O.C. Distance S Gn c O O 4 ZO 2.3/4" P.T.Southam Pine SG=0.55 9/16" 1318" e" Z d.ZLL #12 STEEL #12 or#14410 SS Screw Aluminum,606375 min. 318" 0.063" 6" ~ O A36 Steel 318" 0.063"• 6' J 00 SELF-DRILLING SMS — Steel Stud Gr.33 min. 318" 0.045" 18 Ga (GS),SEE TABLE 10, P.T.Southern Pine SG=0.55 9116" 13/8" 6" laays THIS SHEET Alumiwm,606345 min 3/8" 0.063'' 6" ® rn Z Z #12 or#14 Steel Screw(GS) �+ O N A36 Steel 3/8" 0.063"' 6" ac 21 TYP.ANCHOR TYPE, EXTERIOR Steel Stud Gr.33 min. 378" 0.045 1B Ga ' 6' 00 Q Z EMBEDMENT AND EDGE Un routed CMU ASTM C-90 2-112" 1-1/4' 12' ¢ p J a g 6 1/4"410 SS CreteFlex DISTANCE PER SUBSTRATE, Concrete(min.3.35 ksq 1' 1314" 12' 0 Z Q o SEE TABLE 8,THIS SHEET Concrete min.2.B5 ksl 1' 1-314" 12" �S y N �1/4'MAX SHIM MIAMI-DADE APPROVED MULLION Concrete min.2.85 ksl 2-1/2" 1378" 12' oW LU Z (SEE SEPERATE NDA),ALUMINUM, 1/4'Steel Ulhawn luted CMU, ASTM C-M2-1/2" 1-114" 12" 0 X Z d STEEL FRAMING OR STEEL STUD. Grouted CMU. ASTM C-90 2-1/2" 13/4" 12° SEE SUBSTRATE PROPERTIES. LL LL _ TABLE B,THIS SHEET 5116'Steel Ulbacon Concrete(min.3.5 ksl 1-114" 1314" 12" ant wrap sauas TALLATION Gmuted CM ASTM 090 z-vr 13/a" 12 TYPE N 1X WOOD BUCKSTRIP, MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. SEE NOTE 2,THIS SHEET EMBEDMENT - a INSTALLATION NOTES: - ,� 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. , • 2.WOOD BUCKS DEPICTED ON THIS SHEET AS'IX',ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2".1X WOOD BUCKS ARE - �•/�7 Q l L OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS"2X"ARE 1-1/2"THICK OR GREATER. b O t V —I EDGE INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING --i DISTANCE JURISDICTION. 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OFA SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. VERTICAL SECTION H-H 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A.LYNN MILLER.P.E. P.E.#58705 PRODUCT REVISED as cmplying with the Florida Building Lode �rtan�e No 16-06 E*';mlDale �« B Ne Product z ASSEMBLY DETAILS FOR ASSEMBLY DETAILS m FLANGE&EQUAL-LEG FRAMES FOR FIN FRAMES m Y m 0 nab Of r ; r ANGLED/CURVED f i ANGLED/CURVED O O 17 r r FRAME ASSEMBLY � FRAME ASSEMBLY to N slop O 90°CORNER I ; I� 90°CORNER I III 0 C*4 04 U)FRAME ASSEMBLY FRAME ASSEMBLY J11 0 J m z CD _j 0 f = D 6 0 ; l / (.50 0- fA cy 10 i i� r. f 1 10 i e R 11�i1'; ~W m O O Lr erap CORNERS TO �' / ALL CORNERS TO I II / % ud iE GASKET // ' ! �i�j USE GASKET I / j I�I // Z d z O LL IOR SEALANT - / AND/OR SEALANT j ri F O / ed'• / / / f 0 O J EQUAL-LEG FRAME pF,'`/q�� / r F Q b�\y,/ I/ no N co � lacus / r FLANGE FRAME Y / N Z W / # 0 O z EQUAL-LEG FRAME MITERED FRAME WITH INTERIOR � I MITERED FRAME WITH INTERIOR F O co Z AND EXTERIOR FRAME WELDS AND EXTERIOR FRAME WELDS ¢ p � aro�s -FLANGE FRAME (SHOWN)OR CORNER KEYS AT a (SHOWN)OR CORNER KEYS AT a Z 30 SCREW BOSSES.SEALANT AT ALL CORNERS SCREW BOSSES.SEALANT AT ALL CORNERS ?� N 30 O UJ m X O d LL 0] 6Aapr1 �sap sauas A.LYNN MILLER,P.E. P.E.#58705 9: 2.784' 2.784" 2.784" .094" .094" — 11- .094' -41-+— PGTPart# Description Material .074" 062' .074" � .062' � .074" 062" 4263C Flanged Frame Alum.6063-75 1 1.375" 1 1.375' 1.875' �[ PRODlJCT REVISED 4285 Equal-leg Frame Alum.6063-TS ,43g" 500 .438" } 500" 438" J as etunlaf C. '+ieh tiia Florida 4256 Integral Fin Frame Alum.6063-TS t0oo' I 7— I soil p G a� - .500' ��- ,050"o.oce ��f...— .050":o.00r b }�� .O50sS0.ear Ar,;5W a Pfo 4255 7/16"Lami.Glass Beading Alum.6063-T5 I 7.125' I mt°"Dace O FLANGE FRAME O EQUAL-LEG FRAME ,077" 4254 I.G.Glass Beading Alum.6063-TS � 2 #4253C,6063-T5 #4285,6063-T5 -1u Du to Product 4270 Installation FastenerCo%er Alum.6063 T5 FIN FRAME 4224 1 Installation Fastener Cover Rigid PVC 3 #4256,6063-T5 7D589C Gasket(at 90"comerjoints) Polyethylene a TP24718 Vinyl Bulb Weatherstrip Flex PVC,Duro.65+/-1 f 1.206" f-F-- �� +- .346" °JR-05/05116-ADDED THIS SHEET L� 037" WITH SPACERS&MOVED PARTS. Dow 899,GE 7700 Silicone or Equiv. 1. 'I��y,,aa � 71652K Setting Block,Mono.3/16"x 7/16"x 4" Neoprene,Duro.85+/-1 •875• .875" ; 71704AK Setting Block,I.G.3116"x 1-3132"x 4" Neoprene,Duro.85+/A 46 x 1-1/4"FH SMS Stainless Steel �{�- .050" q-�11F- •050" I I .050' tq Y m 781PQX #8 x 1"Quad PH SMS Stainless Steel 3/16"&1/4" I.G.GLASS INSTALLATION >. cu U) '"a6 GLASS BEADING BEADING FASTENER COVER d O _ O #4258,6063-T5 O 94254,6063-T5 68 #4270,6063-T5 y n v alas p o U N N R W V W ' Q OJ NJ p Z ha Z LL D.. (0 W u.xa0 UU x c 0 ALUMINUM W Z 02 co 5 C/) -7' SILICONE HOT-MELTBUTYL REINFORCEMENT pOLYISO. tINT.GLASS NT FILL AREA h> OY Z Z eo STRUCTURAL BUTYLENE o O STRUCTURAL 3/16'NOM. 5/16"NOM. Z lL Z O LL SILICONE 5116"NOM. SEAL F- O 114"NOM. FOAM LICONE SEAL Q POLYISOBUTYLEN WITH BUTYLS ROLL-FORMED J o WITH DESICCANT DESICCANT Q Z DESICCANT FOAM STAINLESS STEEL F Q EXT.GLASS EXT.GLASS EXT.GLASS rn o)® Z Z EXT.GLASS OO rn Z INT.GLASS INT.GLASS INT.GLASS o W N 0 uJ 7s KODISPACE 76 SUPER n DURASEAL® 78 XL EDGE'"' W o a 4SG TPS SPACER©NXT'm SPACER OSPACER and '°�0 salsas 10: # Description Material Kommeding 4SG TPS Spacer System Quanex Super Spacer nXTwith Hot Melt Butyl See this Sheet forI,L6 Quanex Duraseal Spacer Materials Cardinal&Edge Spacer tENCE TEST REPORTS:FTL-8717,8968&8970 A.LYNN MILLER,P.E. P.E.#58706 Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_lst.aspx BCIS Home i Log In i User Registration j Hot Topics i Submit Surcharge Stats&Facts ( Publications FEC Staff ('BCIS Site Map 4 Links ` Search.i Fl . l� :L1i a Product Approval B)USER:Public User Product Approval Menu>Product or Application Search>Application List R i 1 Search Criteria Refine Search Code Version 2014 FL# 245 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model,Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results-Applications FL# Type Manufacturer Validated By Status FL245-R11 Revision PGT Industries Miami-Dade BCCO-VAL Approved History Category:Windows (786)315-2590 Subcategory:Casement -Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary. Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: Credit Card Safe 1 of 1 04/12/2017 01:38 PM Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl.aspx?... , BCIS Home Log In i User Registration Hot Topics Submit Surcharge j Scats&Facts Publications j FBCbStaff I BCIS Sit.Map LinksSearch F{tl({ "tea= )Product Approval USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail a7 FL# FL245-R11 Application Type Revision Code Version 2014 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive North Venice,FL 34275 (941)486-0100 Ext 22318 druark@pgtindustries.com Authorized Signature ]ens Rosowski jrosowski@pgtindustries.com Technical Representative ]ens 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 Casement 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 1 of 3 04/12/2017 04:23 PM Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl.aspx?... Product Approval Method Method 1 Option A Date Submitted 08/26/2016 Date Validated 09/15/2016 Date Pending FBC Approval Date Approved 09/21/2016 Summary of Products FL# Model,Number or Name Description 245.1 CA-640(Non-Impact) Aluminum Casement Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL245 Ril C CAC 16-0629.19.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 04/11/2018 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of FL245 R11 II 16-0629.19.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: 245.2 CA-740(Impact) Aluminum Casement Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL245 Rll C CAC 16-0629.21.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 FL245 Rll II 16-0629.21.13df 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: 245.3 CA-2740(Impact) Vinyl Casement Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL245 R11 C CAC 13-1021.11.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 FL245 Rll II 13-1021.1l.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: 245.4 CA-5440(Non-Impact) Vinyl Casement Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL245 R11 C CAC 16-0714.12.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 09/17/2020 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of FL245 R11 II 16-0714.12.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: 245.5 CA-5540(Impact) Vinyl Casement Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL245 1111 C CAC 16-0714.11.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 09/17/2020 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of FL245 R11 II 16-0714.11.pdf Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER 2 of 3 04/12/2017 04:23 PM Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl.aspx?... 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 AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: ©E9 Credit Card Safe 3 of 3 04/12/2017 04:23 PM M IAM I-ZE MIAMI-DADE COUNTY EM 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) rvww.miamidade.aov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,EL 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"CA-640"Outswing Aluminum Casement Window—N.I. APPROVAL DOCUMENT: Drawing No. MD-CA640-NI, titled "Casement Window Details — Non Impact", sheets 1 through 12 of 12, dated 08/08/12, with revision B dated 05/05/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami—Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:None. 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#15-0519.14 and consists of this page 1 and evidence pages E-1,E-2 and E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. MIAMI•DADE COl11VTYNOA No.16-0629.19 e ` Expiration Date: April 11,2018 Approval Date: August 11,2016 re/s �fr0 Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 12-1218.10) 2. Drawing No. MD-CA640-NI, titled "Casement Window Details — Non Impact", sheets 1 through 12 of 12,dated 08/08/12,with revision B dated 05/05/16,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system,Duraseal®spacer system, Super Spacer®NXTT`r 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)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked-up drawings and installation diagram of a series CA-640 alum. casement window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-7064, dated 10/02/12, signed and sealed by Marlin D.Brinson,P.E. (Submitted under NOA Ao. 12-1218.10) 3. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked-up drawings and installation diagram of a series CA-740 outswing aluminum casement window mulled to a fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-3579, dated 10/03/02, signed and sealed by Joseph Chan,P.E. (Submitted under NOA No. 124218.10) Manuel PerK E. Product Control E. er NOA No. 16-0629.19 Expiration Date: April 11,2018 Approval Date: August 11,2016 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(CONTINUED) 4. 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 series CA-740 outswing aluminum casement window mulled to a fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-3580, dated 10/03/02, signed and sealed by Joseph Chan,P.E. (Submitted under NDA No. 12-1218.10) 5. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniforni 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 series CA-740 aluminum fixed window mulled to a projected window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-3724, dated 02/28/02, signed and sealed by Joseph Chan,P.E. (Submitted under NOA No.12-1218.10) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-511 Edition(2014),dated 05/16/15,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. 15-0519.14) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. None. Manuel erez, Product Control Exa ReNOA No.16-0 Expiration Date: April 11,2018 Approval Date: August 11,2016 E-2 PGT Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5t"Edition (2014), dated May 16,2015,issued by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. 15-0519.14) 2. Statement letter of no financial interest, dated May 16, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. 15-0519-14) 3. Proposal No. 16-0125 issued by the Product Control Section, dated March 09,2016, signed by Ishaq Chanda,P.E. G. OTHERS 1. Notice of Acceptance No. 15-0519.14,issued to PGT Industries,Inc.for their Series "CA-640"Outswing A-aminum Casement Window-N.l."approved on 08/20/15 and expiring on 04/11/18. anu ez,P.P. Product Co rol xaminer NOA 6-0629.19 Expiration Date: April 11,2018 Approval Date: August 11,2016 E-3 GENERAL NOTES:SERIES 640 NON-IMPACT DESIGN PRESSURE RATING IMPACT RATING CASEMENT WINDOW -- - 1/8'ANNEALEDOR 3/16•ANNEALED OR VARIES. TEMPERED GLASS', TEMPERED GLASS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE SEE SHEETS 5-10 NON-IMPACT RESISTANT REMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH EXTERIOR 38 EXTERIOR 39 1TY HURRICANE ZONE(HVHZ). 37"WIDTH <� r TTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. 6°GLASS 11/16"GLASS 25.476•MAX.O.C.IF WIDTH IS ;44-k-0-1 BITE 34 BITE MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE UNDER 33.476"(HEAD&SILL) �- Un APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR 4•MAX,ATIONS WERE SOUTHERN PINE,ASTM C90 CONCRETE MASONRY UNITS r—�-B,SEE SHEET 2 ONCRETE WITH MIN.KSI PER ANCHOR TYPE,SEE TABLE 3,SHEET 4. 32 50 WOOD BUCKS LESS THAN 1-1/2"THICKARE TO BE CONSIDERED 1X .LATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED I ---------------- GLASS TYPES 1 &2 GLASS TYPES 3&4 TLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR ' I\\ "ER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY I MAX. �FER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION A \ A.SEE O.C. 9/16"NOM. RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. SHEET 2 \ -t 1/4"ANNEALEDOR GLASS STACK HOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING TEMPERED GLASS JCCO.USE ANCHORS OF SUFFICIENT EMBEDMENT AS SPECIFIED ON _ 6"MAX. ~ 118"ANNEALED OR 5116"AIRSPACE 3,SHEET 4.NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF \ O.C. EXTERIOR 38 TEMPERED GLASS OR LAME.INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL j \ r ' ANNEALED JG/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION v- TE TEMPERED GLASS 69" I USE ANCHOR 11/16"GLASS 39 C DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE VISIBLE 35 BILE EXTERIOR --�- JCTIONS. - PAIR AT EACH LIGHT rt- JAMB IF1/11-1 HEIGHT I HEIGHT IS O3 -� 11/16"GLASS AS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS (DLO) I _`_ .USH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING I 26"OR OVER _ 36 BITE :D LOADS.WOOD BUCKS,BY OTHERS,MUST BE SUFFICIENTLY ANCHORED I / -- 50 3 SIST LOADS IMPOSED ON THEM BY THE WINDOW. / 76• 32 HEIGHT IGN PRESSURES: I I / GLASS TYPES 5&6 / 50 IATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE,FRAME 100-103 33 SIS AND GLASS PER ASTM i 7/8"NOM. GLASS TYPES 7&8 ITIVE DESIGN LOADS BASEDD ON ON WATER TEST PRESSURE,STRUCTURAL 'RESSURE,FRAME ANALYSIS AND GLASS PER ASTM E1300. I GLASS STACK I ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE1/2"AIRSPACE DADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 3116"ANNEALED TESS MPERED GLASS o STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS t �• 3/16"ANNEALED OR JCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF 38 TEMPERED GLASS )RS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER B IILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA 33.47 MAX.O.C.IF WIDTH IS EXTERIORX, - 14-1/2"4"MAX. 33.476"&OVER(HEAD&SILL)NG CODE FOR CORROSION RESISTANCE. fi"GLASS 30"VISIBLE 37BITE ERENCES:TEST REPORTS FTL-7064,3579,3580,3724;ELCO ULTRACON OPENING(DLO) ILCO CRETEFLEX NOA;ANSI/AF&PA NDS FOR WOOD CONSTRUCTION AND 3LUMINUM DESIGN MANUAL TYP. ELEVATION OF CASEMENT WINDOWGENERALNOTES.............................1 ELEVATION.......................................1 100-1 PRODUCT REVISED 1: GLAZING DETAILS...........................1 GLASS TYPES 9&10 as complying with theFlntida INSTALLATION.................................2 .— Building Code Glass Types Sheet# ASSEMBLY TUBE DETAILS.............3 ,, ,, Aaxptance No 16-1419.1q ANCHOR SPECIFICATIONS............4 •� Revised By: Dote: Revision B: C^cpirstion Date �8 ANCHOR QUANTITIES.....................4 '`\� '�yltV /�?1((,��`• ADDED SHEEP 12 1/8"Annealed 5 ;,, ....•.... �, _ JR 05 WITH SPACERS. By DESIGN PRESSURES......................5-10 (' /j' 05 16 I/B"Tempered 5 'U EI•!Sc I ntiam'Dade Prtrdtst 3118"An eased 8 ASSEMBLY DETAILSA30M..............11 -?: ��' z4 L Revised By: Dote: Revision A: EXTRUSIONS/SPACER....................12 •� . V16"Tempered 7 0. 70'% 1/4"Annealed 6 ora By: STANDARDS USED: k L�'".�G`-- ® Oescriptlon: 1/4"Tempered 7 14 u;j= GEN. NOTES,GLAZING&ELEVATION J ROSOWSKI VlW IG:(118"An-5118"Afr-118"An) 8 •2014 FLORIDA BUILDING CODE(FBC),5TH EDITION •ASTM E130D-04 g;J��t_i 1070 TECHNOLOGY DRIVE TW: Dote: )/16"IG:(118"T-5116"Air-1/8"T) 9 •ANSI/AF&PA NDS-2012 FOR WOOD CONSTRUCTION ;�rj �+• I7�� N. VENICE, FL 34275 /l8"IG:(3/15"An-1/2"Air-3116"An) 10 -ALUMINUM DESIGN MANUAL,ADM-2010 ' ^ �� ' ', P.O. BOY, 1529 CASEMENT WINDOW DETAILS-NONIMPACT 08/08/12 `18"IG:(3/18"T-1/2"Air-3/16 10 • NOKOMIS, FL 34274 n AISI-S100-07/523010 vy7,`��1'jCyj`.J.�,i;1� Series/Metlel: Scute Sheet: brewing No. Rev: ACYtJ'N T�II. R P.E. CERT. OF RUTH. b29296 CA-640 NTS 1 OF 12 MD-CA640-NI B P.E.#58705 ALLATION INSTALLATION INSTALLATION PTION 1 EDGEOPTION 4 DISTANCE EDGE DISTANCE OPTION 2 \TION ANCHORS � INSTALLATION ANCHORS ZX WOOD. �� i CONCRETE/CMU INSTALLATION ANCHORS DIRECTLY INTO MASONRY. DIRECTLY INTO METAL. / PER ANCHOR AS REQUIRED PER 2 EMBEDMENT REQUIREMENT BUCK WIDTH TABt LE 3,SHEET 4 ATTACHED TO 82 1 — TYP.ANCHOR1/4"MAX 15 16 FRAME SILL TYPE - SHIM EMBEDMENT—� r• 89 13 #12 STEEL AND EDGE �i 4 18 1 80 12 @83 SELF-DRILLING 5 \�� DISTANCE PER y 4 ✓ 32 33 — _ SMS,SEE TABLE SUBSTRATE, 20 3,SHEET 4. 22 23 -t 4 SEE SEEABLE 3,4. / O 1•' I 3 L 60 DADE APPROVED �\ EDGE - 84 - 18 8 MULLION,ALUMINUM, 3437 o J DISTANCE BELOW OPERATOR ARM 38 39 I STEEL FRAMING OR i STEEL STUD. (� J— 82 �8� ATTACHED TO VENT SILL 34-37 81 ATTACHED TO I ® 2 `... — (� FRAME JAMB L x 13 EMBEDMENT _/1 4 VISIBLE LIGHT WIDTH(OLD) 31! 5 83 v 70 FOR SNUBBER REQUIREMENTS, 8 EXTERIOR OR XT ROR ATTACHED TO I VENT JAMB OPTIONALADDON SEE TABLE 4,SHEET 4. - — WINDOW WIDTH 12 FLANGE @ HEAD, SILL&JAMBS _HORIZONTAL SECTION A-A 81 11 SEE DETAIL EGRESS FORMULAS: WINDOW Al.BELOW , ___ -- WIDTH,WASH HINGE:WINDOW WIDTH-13.1/2 HEIGHT JAMB NOTES: _ NOTES: WIDTH,EGRESS HINGE:WINDOW WIDTH-7-1/2 VISIBLE 14 110 WARE 1)USE ONLY SUBSTRATE-APPROPRIATE T 1)WHEN INSTALLING HEIGHT:WINDOW HEIGHT-6 _ ANCHORS LISTED ON TABLE 3,SHEET 4. / / COMBINATION UNITS, HLIGHTEIGHT FOLLOW EMBEDMENT AND EDGE ! ! IVISIBLE LIGHT FORMULAS: ADDITIONAL INSTALLATION BUCK DISTANCE LIMITS.ANY INSTALLATION / y i,, 10'MAX -_ ANCHORS MAY NEED TO BE WIDTH:WINDOW WIDTH-7 (DLO) HEIGHT OPTION SHOWN MAY BE USED ON ANY �' ! ...____ INSTALLED THROUGH THE HEIGHT:WINDOW HEIGHT-7 SIDE OF THE WINDOW. % WINDOW FRAMES AT 10"MAX. ATTACHED \ FROM EACH SIDE OF THE FRAME TO FRAME 2)ALL WOOD BUCKS LESS THAN 1-1/2' — — / ASSEMBLY TUBE CENTERLINE. JAMB OPTICK ARE TO BE CONSIDERED lXONAL. L.U IT MAY BE IN WOOD BUCKS I 10"MAX / SEE TABLE BELOW: ATTACHED TO� Q \ INSTALLATIONS.IX WOOD BUCKS ARE _-... E. FRAME JAMB ® 89 OPTIONAL.UNIT MAYBE INSTALLED ' _ --- Additional Anchors Requiredub each A DEPICTED AS 2X ARE 1-112"THICK OR I---i SEE DETAIL A2,BELOW Side of the Frame Assembly Tube(FAT) ATTACHED TO ! Window Anchor Type GREATER.1X AND 2X BUCKS(WHEN USED) VENT JAMBSHALL BE DESIGNED TO PROPERLY _ LL Width A B,C&D O 6,12) TRANSFER LOADS TO THE STRUCTURE. i IT'-22.9^ 0 0 \) WOOD BUCK DESIGN AND INSTALLATION _ 'z 2V'-25.9" 1 0 1 38 39 63 IS THE RESPONSIBILITY OF THE ENGINEER - 26"« 1 1 OR ARCHITECT OF RECORD.MAXIMUM ' Ty 17 SHIM THICKNESS TO BE 1/4'. a Wind AAnehor 5,CC&D 20 �,�� 18 16 c 1T'-22.9" 0 0 82 — DETAIL DETAIL •R 23'-25.9" 0 1 PRODUCT REVISED 21 Al A2 i 26"+ 1 1 as complying vAm the PIOeida Building Code 8 BU Ac=pma-14o I —�._ - -- 19 84 1XWOOD Revised By: Dote: Revision B: Expiration Date BUCKSTRIP, -- JR 05/05/16 CORRECT ED QTY.OF By f SEE NOTE 2, ROTO SCREWS,lJ84. Miami Product THIS SHEET. Revised By: Date: Revision A- TYP.ANCHOR TYPE, 1/4"MAX SHIM MBEDMENTANDEDGE ° -- ---� INCE PER SUBSTRATE, ° �/�'� Qp Description: Drawn By: SEE=EPELE3,SHEET4. CONCRETE " ° EMBEDMENT tel.' CROSS SECTIONS&INSTALLATION J ROSOWSKI OI'" ' PERANCHOR •� 1070 TECHNOLOGY DRIVE Title: Date: REQUIREMENT N. VENICE, FL 34275 CASEMENT WINDOW DETAILS-NON IMPACT 08/08/12 -- - BOY. 1529 kLLATION OPTION 3 P.O.NOP.O. B FL 34274 Series/Model: Scale: Sheet: D—irg No. Rev: anoNANctloasTHRouGH VERTICAL SECTION B-B ACM MILLER P.E. d CA-640 NTS 2 OF 12 MD-CA640-NI B :KSTRIP INTO MASONRY. P E#56705 CERT. OF AUTH. x{292..6 CASEMENT(X) CASEMENT/CASEMENT(XX) AWNING/CASEMENT/FIXED CASEMENT(MO) PRODUCT REVISED ns complying with t1u Fltttida Bui'"g Code 3 --�{ �-+-- 10",SEE NOTE 7,THIS SHEET - -"-- As,pw, No FIGURE 1: 7 .. Ea;pir". Daze FIGURE 2: 640 SERIES AWNING / g}• \ �I k �WINDOW�li:vni —D FRAME INDOW / / % _ �..ASSEMBLY _ EIGHT 1i I � -= TUBE I FRAME ASSEMBLY TUBE NOTES_ m \ 10',SEE NOTE 7, —p — i THIS SHEET j 1)DIMENSIONS SHOWN ARE � � 640 SERIES / Z Nt CASEMENT—� ; INDIVIDUAL DWINDOW.FR SIZES NOT6 WINDOW i WINDOW li / ,I SHOWN,ROUND UP TO THE NEXT Q .� -y� OR HEIGHT co AVAILABLE WIDI WIDTH 640640 / - DIMENSION SHOWN ON THE TABLES. 6 U SERIES FRAME SERIES r —E _ rn W CASEMENT ASSEMBLY CASEMENT FRAME -—' 2)ANY 640SERIESPRODUCT Z .o WINDOW TUBE WINDOW -------• ASSEMBLY�� (CASEMENT,AWNING OR FIXED 0—E E TUBE CASEMENT)MAYBE ATTACHED TO J Z THE FRAME ASSEMBLY TUBE.FOR R — ) N 640 SERIES )j ALL WINDOWS,USE THE WINDOWS c (n LL --"- --""' FIXED WINDOW ' NOA FOR ANCHORAGE,SIZE AND LL] J Ll. DESIGN PRESSURE LIMITATIONS. m 0 Q 0 'I 'SEE PRODUCTS NOA FOR /---- 3)ALL WINDOWS IN THE m W LJ-I °i C'7 INSTALLATION SPECS COMBINATION UNIT MUST BE ABLE TO C\1 co 10 SERIES / f ! / INDIVIDUALLY COMPLY WITH THE �i ASEMENT—/ EXTERIOR Cn ` ? /a -� REQUIREMENTS OF THEIR Q WINDOW !i / I / RESPECTIVE NOA. i; CO ~ 4)FRAME ASSEMBLY TUBE TO BE m Ex Z z 640 SERIES 640 SERIES FASTENED TO WINDOW,AS SHOW IN W ___.....__....._._._. ____ AWNING _CASEMENT DETAILS,WITH MIN.#12X1"SHEET Y NGLE UNITS: WINDOW' WINDOW METAL SCREWS.USE THE SAME UJ U) ~' CD iRMINE YOUR WINDOW SIZE MIN.#12 X 1"SMS SPACING AND QUANTITY AS THE Q W cp THROUGH p— FRAME OPPOSITE FRAME MEMBER. Q W t ASS. _ INSTALLATION HOLES FRAME ASSEMBLY a ,, o� LLl 9 U 5)THE FRAME ASSEMBLY TUBE MAY m O c U7 : ASSEMBLY TUBE v o .R 9 G Q WING YOUR ANCHOR TYPE TUBE NOT EXCEED 62"IN LENGTH(AS USED „ m JBSTRATE,DETERMINE / / MIN.#12 X INA 63"FLANGED WINDOW)OR BE N ANCHOR GROUP FROM MIN.#12 X USED IN TEE OR CROSS o n LL =U 3,SHEET 4. 1'SMS 1"SMS .CONFIGURATIONS 640 SERIES THROUGH „W THROUGH CASEME M SHEETS 5-10,FIND THE NT INSTALLATION M, N FOR YOUR GLASS TYPE. INSTALLATION 6)THE FRAME ASSEMBLY TUBE IS WINHOLES __ HOLES DOW NOT REQUIRED TO BE CLIPPED TO 1E PRODUCTS DESIGN 640 SERIES 640 SERIES URE FROM THE TABLE THE SUBSTRATE.ALL EXTERIOR o LL :D'DESIGN PRESSURE CASEMENT EXTERIOR FRAME CASEMENT JOINTS TO BE SEALED BY INSTALLER. Jo x LL F ASSEMBLY 640 SERIES _ o WINDOW TUBE WINDOW '4i m vi a 'OR SINGLE WINDOWS,ALL j �—FIXED 7 FOR ALL COMBINATION UNITS, _2 )R GROUPS'. EXTERIOR EXTERIOR CASEMENT ) 02 1ADDITIONAL INSTALLATION ANCHORS 1 w o 0 0 HORIZONTAL SECTION C-C \r1 a WINDOW* AY NEED TO BE INSTALLED o a z :NSIONS SHOWN ARE / THROUGH THE WINDOW FRAMES AT o z U -TIP.FOR SIZES NOT 10"MAX.FROM EACH SIDE OF THE J,ROUND UP TO THE NEXT FOR EACH WINDOW IN A VERTICALLY OR HORIZONTALLY COMBINED ASSEMBLY: VERTICAL SECTION D-D VERTICAL SECTION E-E FRAME ASSEMBLY TUBE ,BLE WIDTH OR HEIGHT -- CENTERLINE.SEE TABLE BELOW: MON SHOWN ON THE 1)DETERMINE EACH INDIVIDUAL WINDOW TYPE,SIZE AND GLASS MAKEUP,SEE FIGURES 1&2,THIS SHEET.DETERMINE YOUR ANCHOR GROUP FROM TABLE 3,SHEET 4. - AdcliGonal Anchors Required on each 3. Side of the Frame Assembly Tube(FAT) _ IG THE TABLE LABELED 2)FROM SHEETS 5-10.FIND THE SHEET FOR YOUR GLASS TYPE. Window Anchor Type - )WANCHORS REQUIRED" 3)FIND THE DESIGN PRESSURE FROM THE TABLES LABELED °DESIGN PRESSURE(PSF)FOR WINDOWS ATTACHED TO A VERTICAL FRAME ASSEMBLY TUBE" OR"DESIGN Width A B,C&D - 2,SHEET 4),DETERMINE PRESSURE(PSF)FOR WINDOWS ATTACHED TO A HORIZONTAL FRAMEASSEMBLY TUBE', DEPENDING ON WHICH WAY THE FRAME ASSEMBLY TUBE IS ORIENTATED.THIS JMBER OF ANCHORS MUST BE DONE FOR EACH WINDOW IN THE ASSEMBLY,AND THE LOWEST DESIGN PRESSURE APPLIES TO THE ENTIRE ASSEMBLY.DIMENSIONS SHOWN ARE TIP-TO-TIP. '= 23!'-25.7' 0 1 - D IN THE HEAD,SILL AND —FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. + 1 t "C 6 �' . OF YOUR WINDOW. Windaw tnc4)USING THE TABLE LABELED"yWNDOWANCHORS REQUIRED'(TABLE 2,SHEET 4),DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD,SILL AND JAMBS OF a HeightC&D 'ALL A5 PER THE YOURWINDOW.1CTIONS ON SHEET 2. 17"-22.0"5)INSTALL AS PER THE INSTRUCTIONS ON SHEETS 2-3.NOTE THAT ADDITIONAL ANCHORS THROUGH THE WINDOW FRAME INTO THE SUBSTRATE MAY BE REQUIRED(SEE •E' 23"-25.9'SHEET 2),AND THAT MIN.#12 X 1"ANCHORS ARE TO BE USED THROUGH THE FRAME INTO THE FRAME ASSEMBLY TUBE(SEE DETAILS ON THIS SHEET). x 2B'+ 1 A.LYNN MILLER,P.E. P.EA 58705 TABLE 4: Window Anchors Required Jamb Snubber Locations PRODUCT RHVISED as complying with die khxidx Window Width(in) For Ali Glass Types: Building Code under 23" 1 25-15/16" 27.3/4" 30" 33.112° 35" 37" 63"and None A,,,,..No�'��•�� Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group 6' less Required Expiry' Date on A B C&D A B C&D A B C&D A B C&D A B C&D A B C&D A B C&D 9'& Jamb 2 2 2 2 2 2 2 2 2 2 2 22—F-21_ 2 2 2 2 2 2 2 = 12"max.from each end M � over 63" 'Mami ..de Prodrret o1 der 23" 830"max O.C. i Head/Sill 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 -15116" Jamb 2 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Head/Sill 2 2 1 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 8.318° Jamb 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 m Head/Sill 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 48" Jamb 4 4 4 4 6 4 4 6 4 4 6 4 4 6 4 4 6 4 6 6 4 f— Z Head/Sill 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 V Jamb 4 6 4 4 6 4 4 6 4 4 6 4 6 6 4 6 6 4 6 6 4 Q V 0.5/8" Head/Sill 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 d d Q Jamb 6 6 4 6 6 4 6 8 4 6 B 4 6 8 4 6 6 4 6 8 4 1)USE THIS TABLE FOR z U 60" ALL WINDOWS PER THE a r Head/Sill 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 z ELEVATIONS ON SHEET 1. >� Jamb 6 6 8 6 8 6 6 8 6 6 B 6 6 8 6 6 8 6 6 8 8 DIMENSIONS SHOWN ARE SAMPLE CONFIGURATIONS: 0 Q 63" HeadlSill 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 WINDOW TIP-TO-TIP. Z 72" Jamb 6 8 6 6 8 6 8 8 6 6 10 6 8 10 6 8 10 6 B 10 6 o r N Head/Sill 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 2)FOR SIZES NOT ,,X s } r SHOWN,ROUND UP TO X Z J LL 78' Jamb 6 8 6 6 8 6 8 10 6 8 10 6 8 10 6 8 10 6 8 10 8 h O Head/SHI 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 THE NEXT AVAILABLE Q % L. WIDTH OR HEIGHT I ;_X• Q UJ °' Jamb 8 8 6 8 10 6 6 10 6 B 10 6 8 10 6 DIMENSION SHOWN ON N �" Head/Sill 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 THE TABLE. ; X O O O Q CO z C v~ xr O o° 0 0 Q Z Z Min. Min. Anchar K", _ W Min. i Anchor Substrata Edge O.C. Plate Embedment EXAMPLE 1:FOR WINDOW COMBINATION SHOWN BELOW:3116"TEMPERED GLASS,114" O X ' X' X, Y %- Distance Distance Required? f" MASONRY ANCHORS INTO CONCRETE,+/-55 PSF DP REQUIRED,NO ANCHOR PLATE ~ O 1/4' steel Ultrawn Hollow Block 1" B" 1-114" No -- W S.Pine 518" V 1313' No CASEMENT ANCHORS- O "O #14,steel SMS(G5) 6D83 T5 Alum. 3/8" 518" .050" No A)FROM TABLE 12,ANCHORS C&D ALLOW A DP OF+701-90. O'C �O'� p o� m O n V L \V or#14,410 SS SMS A36 Steel 3187' 5!8" .050" No of b z Q A653 Stud,Gr.33 3/8" 5/6' .035',20 Ga. No B)FOR THE JAMB,FROM TABLE 3,ANCHOR TYPE C HAS THE ANCHOR ANDO\ S.Pine 518" 1" 1318" No SUBSTRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE. #12,steel SMS(G5) 6063-T5 Alum. 3/8" 5/3' .050" No or#12,410 SS SMS A36 Steel 318" 518" .050" No C)FROM TABLE 2,6 ANCHORS ARE REQUIRED IN EACH JAMB. >n rn A653 Stud,Gr.33 3187" 5/8" .035',20 Ge. NoC)SIMILARLY,2 ANCHORS ARE REQUIRED IN THE HEAD&SILL. ® v N N 2.BSk Concrete 2-1/2" 4" 1313' No 114" steel Ultrecon 2.85k Concrete 1" 4" 1314" No D)DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. ��----++++10'�+10'��{{{ n o LL LL = Hollow Block 2-112" 5" 1-114" No I - 4.� — I o Lj o S.Pine 5/87' 1" 1313' Yes E)PER RULES ON SHEETS 2&3,INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME -�-I 4" I 4, I 4" // _ ro N #12,steel SMS(G5) 6063-T5 Allan. 3/3' 5/B" .0713" Yes ASSEMBLY TUBE SIDE OF THE AWNING(HEAD&SILL). W w o�0 0 or#12,410 SS SMS A35 Steel 318 5/8" 050" Yes — 7 a Y A653 Stud,Gr.33 318" 5/9' .W',16 Ga. Yes z S.Pine 5181' V 1.TIT, Yes #14,steel SMS(G5) 6083-T5 Alum. 318" 5/0" .0713" Yes I FIXED CASEMENT ANCHORS(SEE SEPERATE NOA): _ or#14,410 SS SMS A36 Steel 316' 518" .050" Yes A)FROM TABLE 11,ALL ANCHORS ALLOW A DP OF+701-90. 10.6" ' A653 Stud,Gr.33 316' 513" .045",1B Ga. Yes 2.85k Concrete 1" 4" 13/4" Yes B)FOR THE JAMB,FROM TABLE 3,ANCHOR TYPE C HAS THE ANCHOR AND 13.25" 1/4" steel Ultracon 2.8.5k Concrete 2.1/2" 4" 1316Yes SUBSTRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE. Hollow Block 2-1/2" 5" 1-1/4" Yes 61" Filled Block 2-1/2" 4" 13/4" Yes C)FROM TABLE 2B,5 ANCHORS ARE REQUIRED IN EACH JAMB. \ ' 1/4"410 SS 3.35k Concrete 1" 5' 1314" No C)SIMILARLY,3 ANCHORS ARE REQUIRED IN THE HEAD&SILL. Cretenex Hollow Block 2.112" 5" 1-114" N0 — \ 6 3.Sk Concrete 1-1/4" 5" 13/4" No D)DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHE 1. y rp'� 15/10' steel Uilracon Hollow Block 3.1/8" 5" 1-1/4" No _ 1 !a rt Filled Block 2-1/2" S. 1314" No E)PER RULES ON SHEET 2,INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME 4" ' 4" ASSEMBLY TUBE SIDE OF THE FIXED CASEMENT(HEAD&SILL). ; • �. .. 2D"►}� 20"►{ iOR MUST EXTEND A MIMIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE. 25" A.LYNN.MILLER,P.E. 10RS MAY BE HEXHEAD,PANHEAD OR FLATHEAD. 48' '—�I P.E.#58705 FOR GLASS TYPES: 5: 1) 1/8"Annealed PRODUCTD Design Pressure(psQ for Single Windows.All Anchor Groups withd as complying with tl'c:Florida Window Width 2) 1/8"Tempered ",,hId ig Code _areaurw►fo'OIoQ under 23" 25-15116" 273/4" W, 33.112' f 35" 37" T_ E::Piratinn Dsste t a der 23' +!-79.6 +/-71.5 +T67.9 +1-64.5 +1_60.6 +/-59.2 1 +/-57.7 By WINDOW -15116" +1-71.5 +I-70.5 +1-66.2 +/-62.1 +/-57.6 +1-56 +1-54.3 HEIGHT Mi,en Dade Product 9.318' +1-56.8 +/-53.3 +/-51.6 +/-50.1 +t-48.5 +l-48 +/-47.7 I 49' -f-52.3 +/-48.3 +/-46.4 +1-44.4 +1.42 +/-41.1 +/-40.2 L '- 0-5'9" +/-51.5 +/-46.9 +/-45.4 +/-43.3 +1-40.8 +/-39.9 +/-39 WINDOW a m WIDTH 60' +/-45.8 +/-38 +!-36.3 +1.35.9 +/-36.2 +/-38 +/-35.6 83' +1-44.5 +1-36.2 +/-33.8 +1-33 +/-33.6 +/-33.6 +/-33.2 SEE SHEETS 1&4 FOR �- Z 72 +/-41.6 +/-32 +/-26.8 +1.26.6 WINDOWANCHOR U pt LOCATIONS AND QUANTITIES. LLl Q NT 76" +1-40.7 +/-30.8 +/-27.4 +/-25.2CID 94" +1-39.4 +/-29.3 +/-25.5 �_ dz U Z Z O a� Z' N Design Pressure(psQ for Windows Attached to a Vertical F2mFRAME 11e Assembly Tube 10"MAX ASSEMBLY 7 Q O Window Width TUBE under23" 25-15116" 27.314" 30' 33-112" 35" 37" N d N Anchor Anchor Anchor Anchor Anchor Anchor Anchor Anchor Anchor CC) Group Group Group Group Group Group Group Group Group WINDOW CO 0 ",H HEIGHT � LL1 A 8 C 8 D All All All _ All All All u CO ? Q u Z Ter 23' +701-79.6 +701-79.6 +701-79.8 +701-71.5 +1$7.9 +1.64.5 +/50.6 +159.2 +l-57.7 U) Z .15116" +701-71.5 +701-71.5 +70/-71.5 +701-70.5 +156.2 +152.1 +157.8 +156 +/54.3 _ WINDOW ADDITIONAL (/) 9318" +156.9 +/58.8 +1-56.8 +153.3 +/57.6 +/50.1 +/-08.5 +148 +/47.7 WIDTH ANCHOR Y LIJ (4),IF REQ. X 48" +152.3 +/-52.3 +l-52.3 +1-08.3 +/-06.4 1+1-433 +142 +/-41.1 +/-00.2 � a Z O +l-51.5 +151.5 +1-06.9 +/.45.4 +/40.8 +1-39.9 +1-39 SEE SHEETS 1 8 4 FOR WINDOW ANCHORLLJLOCATIONS AND QUANTITIES.SEE SHEET O Z+145.8 +145.13 +1.38 +/-36.3 +/36.2 +1.96 +1-35.6 3 FOR ANY ADDITIONAL ANCHORS+l-03.6 +144.5 +l-36.2 +/-33.9 +/33.8 +/-33.6 +133.2 REQUIRED FOR THE FRAME ASSEMBLY Q1T � ' � = W �V w m n Cn (n TUBE. H .N w - o 7: >� Design Pressure(psQ for Windows Attached to a Horizontal Frame Assembly Tube ® p v Q N N Window Width nr� under23" 25.15/16" 27.314" 30" 33112" 35" 3T WINDOW FRAME p1i HEIGHT ASSEMBLY 0LL vi Anchor Anchor Anchor Anchor Anchor Anchor Anchor /// TUBE cWi _ m Group Group Group Group Group Group Group U 0 LL 0 All All All All All All Ail 10"MAX. I 0 j z dor 23'• +701.79.6 +701-71.5 +l-67.9 +1-64.5 +150.6 +159.2 +1-57.7 •15!16" +701-71.5 +70l-70.5 +158.2 +/-62.1 +/-57.6 +14W +/-54.3 IT ADDITIONAL ANCHOR 9318" +1.56.8 +/53.3 +/51.6 +/-50.1 +148.5 +148 +147.7 (4),IF REQ. 48" +152.3 +148.3 +1-06.4 +144.4 +142 +141.1 +/40.2 - D518' +151.5 +146.9 +1454 +143.3 +140.8 +139.9 +1-39 -�I WINDOW 60" +145.8 +/38 +130.3 +/35.9 +/36.2 +1.36 +/-35.6 WIDTH 83" +144.5 +136.2 +133.8 +133 +/-33.6 +133.6 +/-33.2 SEE SHEETS 1&4 FOR WINDOW ANCHOR 72' +/-01.6 +132 +/-28.8 +/-26.8 LOCATIONS AND QUANTITIES.SEE SHEET ' 76" +140.7 +/30.8 +/-27.4 +/-25.2 3 FOR ANY ADDITIONAL ANCHORS 84" +139.4 +1.29.3 +1-25.5 REQUIRED FOR THE FRAME ASSEMBLY TUBE. ((�q EET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. A.LYNN MILLER.P.E. EET 4 FOR SNUBBER REQUIREMENTS. P.EX 58705 FOR GLASS TYPES: 8: PRODUC'!'REVISE Design Pressure lost)for Single Windows,All Anchor Groups 3)3/16"Annealed s complying with dm Florida Budding Cod4PF-6duxt,Window Width 5) 1/4"Annealed .Acccputace M �,under 23" 2615!16" 27-3/4" 30' 331/2' 35" 3Tler23' +901-113,7 +9N-102.1 +901-97 +901-92.1 +/-66,6 +1.84,6 +/-82.5 1'+l-88.7 t/-82.2 +(-80 +/-77.6 WINDOW ,o-d-- e •15116";+901-102.1 +901-100.8 +90!194,6 HEIGHT 3-318' +/-81.1 +1.76.1 +1-73.8 +/-71.5 +/-69.2 +/-68.8 +/-68.2 11 48" +/-74.7 +f-69 +1.66.2 +/-63.4 +/-69.9 +1-58.8 +/-57.5 E,L 1.5161 +/-73.5 +/.67.7 +/-64.9 +/-61.9 +1-58.3 +1-57.1 +1-55.7 WINDOW 60" +/-70.3 +1.64.3 +/-61.3 +/.58.1 +/.54.1 +f-52.7 +/-51.1 1 WIDTH �71' +1-69.5 +/-63.4 +/-60.4 +/-57.2 +!-53 +/-51.4 +/-50 SEE SHEETS I&4 FOR F- Z +/-67.6 +/-61.4 +l-58.3 +/-Sq,3 +1-43.8 +/-423 +/-40.7 WINDOW ANCHOR U pr LOCATIONS AND QUANTITIES. LU +/-67 ! +/-60.7 +/-57.6 +/-52,3 +!-42.9 +/-41 +/-39.4 +/,g +/-56A +/-45.4 +/-40.1 Z U Z oc a Zr N 9: o J Design Pressure(psi)for Windows Attached to a Vertical Frame Assembly Tube FRAME LL 10'MAX. ,! ASSEMBLY ¢ Q O Window Width -I - TUBE LL! LILI under 23" 25.15116' 27-14" 30" 33-112" 35" 3T' Anchor Anchor Anchor Anchor Anchor Anchor Anchor Anchor Anchor Group WINDOW CO � 0 (n Group Group Group Group Group Group Group Group HEIGHT � � LL.) �f _ A B C 8 D A B.C&D All All All All All '6 o O � z Z ler 23" +70!-9(1 +701-90 +70/-90 +701-90 +701-90 +701-90 +70/-90 +70/-86.6 +701.84.6 +701-82.5 U) _ ADDITIONAL 15116" +701-911 +70!-90 +701-90 +701-90 +701-90 +701-90 +70/58.7 +70/-82.2 +70/SO +70!-77.6 WINDOW WIDTH ANCHOR LJJ _ � 3-318" +70151.1 +701-71.6 +701-81.1 +70%78.1 +701-76.1 170/•73.8 +701-71.5 +/.69.2 +/58.6 +/8g,2 (4),IF REQ, Y X �•- 48" +701.73.1 +157.3 +701-74.7 +154.8 +/.69 +/-66.2 +153.4 +1-59.9 +158.8 +1-57.5 d Z SEE SHEETS 1 8 4 FOR WINDOW ANCHOR LU )-518" +159.3 *1.54.3 +701-73.5 +1$1.4 +1167.7 +154.9 +/51.9 +/-58.3 +1-57.1 +/-55,7 LOCATIONS AND QUANTITIES.SEE SHEET O Z 60" +1-58.5 +/-45.6 +7p1.70.3 +1-51,8 +/54,3 +1.61.3 +1-58.1 +/-54.1 +/-52.7 +1-51.1 3 FOR ANY ADDITIONAL ANCHORS >, o(2 o Q 63" +l-55.7 +1.43.6 +/59.5 +/-49.3 +/.63.4 +/80.4 +157,2 +/-53 +/-51.4 +!•5D REQUIRED FOR THE FRAME ASSEMBLY a m''O .a Cl) ( H U TUBE. H LLI ,i Q - ro 10: Design Pressure(psQ for Windows Attached to a Horizontal Frame Assembly Tuber' - m � Window Width n under 23" 2615178" 27314" 1 30" 33.112' 35' 3T' WINDOW FRAME HEIGHT ASSEMBLY Anchor Anchor Anchor Anchor = m a Anchor Group Anchor Group Anchor Group TUBE N Group Group Group Group O Ji_ti_ r Z O All All At All B A,C&D B A.C&D B A,C&D -- ) 9a0 10'MAX. ... z ler 23" +70130 +701-90 +701-90 +701-90 +70152.1 +70156.6 +701-78.5 +701.84.6 +701-74.3 +7a:82.5] T z 15/16" +701-90 +701-90 +701-90 +701.88.7 +70157015 2.2 +701-82.2 +701.80 + 0 +701-77,6 +701-77.6 IT ADDITIONAL ANCHOR 3318' +701-81.1 +701-76.1 +701-73.8 +701-71.5 +159.2 +/-69.2 +158.6 +1.68.6 +158.2 +1-68.2 . (4),IF REO. , 48" +701-74.7 +139 +/86.2 +153.4 +/59.9 +/-59.9 +158.8 +I4B.8 +/57.5 +/-57.5 .. }518" +701-73.5 +1-67.7 +184,9 +181,9 +/58.3 +1-58.3 +157.1 +/57.1 +155.7 +1-55.7 I WINDOWI_ 60" !+1-67.6 '0,3 +/-64.3 +181.3 +158.1 +154,1 +/-54,1 +1-52.7 +!52.7 +/51.1 +151.1 yl WIDTH 83" -89.5 +153.4 +150.4 +/57.2 +/-53 +/43 +151.4 +151.4 +/SO +/SO SEE SHEETS 1&4 FOR WINDOW ANCHOR 72" +1-81.4 +/-58.3 4.3 +f-03.8 +l-43.6 +1-42.3 +/-02.3 +/-007 +1-007 LOCATIONS AND QUANTITIES.SEE SHEET �76" f57 +/-60.7 +/57.6 +152.3 +l-02.9 */-02.9 +!-01 +/-01 +/-39.4 +1-9.4 3 FOR ANY ADDITIONAL ANCHORS84" -65.9 +/-59.6 +/.58.4 +!-45.4 +/-0D.1 +/-40.1 REQUIRED FOR THE FRAME ASSEMBLY (/t ��// TUBE. 6�0.Ib RET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. A.LYNN MILLER,P.E. EET 4 FOR SNUBBER REQUIREMENTS. P.E.#58705 FOR GLASS TYPES: Design Pressure(psQ for Single Windows,All Anchor Groups 4)3/16"Tempered PRODUCT REVISED 1 r�complying with ilto Ftosida Window Width 6) 1/4"Tempered Building Code `` �s/: �'//;; Acc:eprnnce No Co•DG Irl t I under 23" 23" 27-314" 30 331/2" 35" 37" Date er 23" +901-150 +901-150 +901-150 +901-150 +901-150 +901-150 +901-150 WINDOW By IS/t6" +901-150 +901-150 +got-15o +901-150 +901-150 +901-150 +901-15D HEIGHT blir.i a-e Si -318" +901-150 +901-150 4901-150 +901-150 +9p/-150 +901.150 +901-150 IB" +901-150 +901-150 +9D/-150 +901-150 +9p/-150 +901-150 +901-150 .518' +90/-150 +901-150 +90/-150 +90/450 +90/-150 +901-150 +90/-150 WINDOW ¢ m 1" +90/-150 +901-150 +901-150 +90/•150 +901-150 +9Dl-146.8 +90/-142.2 WIDTH i3" +901-150 +901-150 +901-150 +901-150 +901-148 +901-144 +901-139.2 SEE SHEETS 1&4 FOR �- Z 4-2" +901-150 4901-150 +90/•150 +901-150 +91Y-141.8 +901-137.4 +901-132.4 WINDOW ANCHOR V pr 1g' +901-150 +901-150 +901-150 +901-150 +901-139.4 +901-135.1 +901-130 LOCATIONS AND QUANTITIES. w d d d QW +90/-150 4-901-150 +901.150 +901-147.7 +901-135.8 � �_ Z V Z - Z Z 4� a ' N Design Pressure(psQ for Windows Attached to a Vertical Frame Assembly Tube J LL Q . O -v Window Width W W under 23" 25.15116' 27514" 30" 331!2" 35" 37" N a 0 r Anchor Group Anchor Group Anchm Group Anchor Group Anchor Gravy Anchor Group Anchor Group OD ll.( ?: (n a� A B C D A B C&D B A,C&D A B C8D A B C8D A B C8D A B C&D = a O ? 0Z er 23' +701-90 +70,1-90 +701-90 +701.90 +701-90 +701-90 +70/-90 +701-90 +70/-90 +701-90 +701-90 1 +701-90 +70/-90 +701-90 +70/-90 +70/-90 +701.90 +70/-90 +701-90 +70/50 +701-90 0 Z_ 15116' +701-90 +70/-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 1 +70/-91) +701-90 +701-90 +701-90 +701-90 +701-90 +701.90 +70150 +701-90 +701-90 _ w -318" +701-90 +70%71.6 +701-90 +701-90 +701-81 +701-90 +701-90 +701-90 +70/-90 +701.90 +701-90 +701-90 +701-90 +701.90 +701-90 +701-90 +701-90 +70/•90 +701-90 +701-90 +701-90 Y 18" +701.73.1 +I-57.3 +701-90 +701-90 +/-64.8 +70%90 +70/-90 +70/-90 +701-90 +701-90 +70/-90 +70/-90 +70/-90 +70/-90 +70+-90 +701-90 +701.90 +701-90 +701-90 +701-90 +701-90 j a Z 3"0 > ',I- -5/9' 5/8" +/-69.3 +1-54.3 +701-90 +70/-90 +151.4 +701-9D +701-90 +701-90 +701-90 +701-9D +701-90 +701-90 4-701-90 +701-90 +71-90 +70/-90 +701-89.2 +701-90 +701-90 +701.90 +701-90 Z _00 + •90 -85.4 -9 O (7 LU+/58.5 +145.8 +70/-84.7 +701.90 +/-51.8 +701-81.2 +701-90 +701.75.9 +701-90 +701-89.6 +70/57.8 +70/-90 +701-90 +7W-78.6 +71.9 701-90 +701-75.2 +701.90 +70/ U)3 +(-55.7 0 70/•90 Q U 4 W FRAME x o e0 V c$ 10"MAX -�-I ASSEMBLY TUBE o 3: j- T Design Pressure(psf)for Windows Attached to a Hodzontal Frame Assembly Tube WINDOW Window Width HEIGHT under23' 25-15/16" 27-W' 30' 33-112" 35" 3T' WINDOW FRAME 2 j m"i a HEIGHT ASSEMBLY Anchor Anchor Anchor Anchor Anchor Group Anchor Group Anchor Group TUBE Group Group Group Group WINDOW� `ANCHOR AL ~j a O o All All All All B A.C&D A B C&D A B C&D t0'MAX WIDTH (q)IF REQ. o Z or 23" +701-90 +70/-90 +701-90 +701-90 +701.82.1 +701.20 +701-90 +701-78.5 +701-90 +701-90 +70/•74.3 +701-90 SEE SHEETS 1&4 FOR WINDOW ANCHOR 15116" +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-88.8 +701-90 +701-90 +701-84 +701-90 +7011-90 ANCHOR ADDITIONAL LOCATIONS AND QUANTITIES.SEE SHEET , ,. -318" +701-90 1 +701-90 +70/-90 +701-90 +701-90 +70/-90 +701-90 +701-90 +701-90 1 +701-90 +701.90 +701-90 (4),IF REQ. 3 FOR ANY ADDITIONAL ANCHORS IB" +701-90 +70/-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +70/-90 +701.90 +701-90 REQUIRED FOR THE FRAME ASSEMBLY - .. .5181 +70150 +701-90 1 +70/•90 +701-90 +70/-90 +701-90 +701-90 +701-90 +701-90 +701-90 +70150 +701-90 -�f WINDOW I TUBE. W +701-90 +701-90 +70/-90 +701-90 +701-90 +701-90 +701-90 +70/-90 +701-90 +701-90 +701•90 +701-90 -I WIDTH Imo' 0" +701-90 +70/•90 +701-90 +70/-90 +701-90 +70/-90 +701.90 +701-90 +70%90 +701-90 +701-90 +701-90 SEE SHEETS 1&4 FOR WINDOW ANCHOR 4-2" +701-90 +701.90 *701-90 +70/-90 +701-90 +701.90 4701-90 4701-90 +701-90 +701-90 +701-90 +701-90 LOCATIONS AND QUANTITIES.SEE SHEET 4-6" +701.90 +701.90 +701-90 +701-90 +701-90 +701.90 +701.90 +701.90 +70/•90 +70/-90 +701.90 +701-90 3 FOR ANY ADDITIONAL ANCHORS ��. REQUIRED FOR THE FRAME ASSEMBLY p� W +701-90 +701-90 +701-90 +701-90 +701-90 +701.90 TUBE. ET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. A.LYNN MILLER,P.E. ET 4 FOR SNUBBER REQUIREMENT'S. P.E.#58705 4.7 FOR GLASS TYPES: 14: 7)9/16" IG: (1/8"An -5/16"Air- 1/8"An) PRODUCT REVISED -7 Design Pressure(psi)for Single Windows,All Anchor Groups as complying with dw Florwa J Building Code 16•b�OZa.f�{ Window Width Amptnnce No under 23' 25.15116" 27314" 30" 33-112" 35' 37" @xpira' D:ue der 23" +901-136.4 +901-122.5 +901-116.4 +90%110.6 +901-103.9 +901-101.6 +ew-98.9 WINDOW By l:rodirt t4i -15x16' +90/-122.5 +901-120.9 +901-113.5 +90/-105.5 +901-98.7 +901-95 +901-93.1 HEIGHT nnri D!adc B-SW +901-97.4 +901-91.3 +/-88.5' +1-85.8 1+1.483 +l-82.4 +/-81.8 48' +/.89.7 +/-82.8 +/.79.5 +/-76 +/-70.5 +1-69 - D-&U' +/-88.2 +/-81.3 +1-77.8 +/-74.3 +/-68.5 +1-66.8 WINDOW z m 601 +/-82.4 +/-68.4 +1-6S.3 +/-64.7 +1-63.3 +/-61.3 WIDTH 63" +/-80,1 +/-65.2 +1-60.8 +1-59.5 +1-60.5 +/-59.7 SEE SHEETS 1&4 FOR WINDOWANCHOR r 77 +/-74.9 +/-57.7 +1-61.9 +1-48.3 +1-47.5 +/-45.6 U O76" +1-73.2 +/-55.4 +/-49.3 +/-45.4 +/-44.9 +(-45 LOCATIONS AND QUANTITIES. LU8q^ +/-71 � +/-527 +/-45.8 +/-40.8 U U Z O Z Z a d ' tV 15: ° J LL Design Pressure(pst)for Windows Attached to a Vertical Frame Assembly Tube FRAME Q Window Width 10•MAX -.- I,- ASSEMBLY Oo I TUBE LL) LlJ under 23" 25.15/16" 27314" 30" 33-1/2" 35" 3T' Anchor Anchor Anchor Anchor ! 00 LLl WINDOW O Anchor Group Anchor Group Anchor Group Group Group Group Group O ;;F- A B C&D A B.C&D All All B A,C&D All All HEIGHT 6 IX 17 o Z 0 0° O D Z n der23" +701-90 +701-90 +701-90 +701-90 +70/-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 -15116" +701-90 +701-90 +70/-90 +701-90 +70/-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 WINDOW� ADDITIONAL W B3/8" +701-90 +701-71.6 +701-90 +701.81 +7a-90 +701-88.5 +701.85.8 +701-83.1 +701-83.1 +701-82.4 +70131.8 'I WIDTH `ANCHOR Y (4),IF REQ. Z O 48" +701-73.1 +/-57.3 +70l-89.7 +/Sq,B +70!528 +701-79.5 +701-76 +701-71.9 +701-71.9 +701-70.5 +/�9 SEE SHEETS 1&4 FOR WNDOW ANCHOR ,t0.5/B" +/59.3 +/-54.3 +701A8.2 +/-61.4 +701-81.3 +701-77.6 +70/-74.3 +/-70 +/-70 +/-68.5 +/36.8 LOCATIONS AND QUANTITIES.SEE SHEET Q o Q' 0 60" +/-58.5 +/-45.8 +70/-82.4 +!51.8 +/-68.4 +/-65,3 +/b4.7 +/{2.9 +A65 +/33.3 +1.61.3 3 FOR ANY ADDITIONAL ANCHORS m �: - W 63" +/-55.7 +/-03.6 +701-80.1 +/-49.3 +/-65.2 +/30,8 +/-59.5 +/59.9 +480.5 +/-60.5 +/-59.7 REQUIRED FOR THE FRAME ASSEMBLY v ro -uu TUBE. LLJ a Q -c s dp �U 16: m Design Pressure(psQ for Windows Attached to a Horizontal Frame Assembly Tube Window Width n n a under 23' 25-15118" 27-3/4' 30' 33.1/2' 35" 3T' WINDOW FRAME 0 _ HEIGHT ASSEMBLY z„f m LL a Anchor Anchor Anchor Anchor TUBE w m Group Group Group Group Anchor Group Anchor Group Anchor Group wo oo ~>(LY All All All All B A,C&D A 0 C&D A B C&D 10"-IM-AX on z z der23" +701.90 +7x-90 +701-90 +701-90 +701-82.1 +701-90 +701-90 +701-78.5 +7a-90 +70/-90 +701-74.3 +701-90 R ADDITIONAL -15116' +70/-90 +701-90 +701.90 +701-90 +701.90 +701-90 +701.88.8 +701-90 +701-90 +701-84 +70l-90 +70/-90 ANCHOR M/8" +701.90 +70/-90 +70%88.5 +701.85.8 +701-83.1 +70%83.1 +701-82.4 +701.82.4 +701-82.4 +701-81.8 +701-81.8 +70/-81.8 (4),IF REQ. 48' +701-89.7 +701-82.8 +701-79.5 +701-76 +701-71.9 +701-71.9 +701.70.5 +701-70.5 +701-70.5 +/-69 +/59 +/-69 +70/81.3 +70/-77.8 +701-74.3 +/-70 +/-70 +l-68.5 +/.6B.5 +/-68.5 +/-66,8 +156.8 +/.66.8 _.� VrWIDTH I D•Sl8" +70l-88.2 WIDTH I 60" +701-824 +/-68.4 +/35.3 +1-61.7 +155 +/-65 +133.3 +/-63.3 +/-63.3 +/-61.3 +/-61.3 461.3 SEE SHEETS 1&4 FOR WINDOW ANCHOR W. +701-80.1 +1-652 +/30.8 +/-59.5 1 +/-60,5 +/30.5 +/-60.5 +1-60.5 +/460.5 +/-59.7 +159.7 +l-59.7 LOCATIONS AND QUANTITIES.SEE SHEET 72" +701-74.9 +/-57.7 +/51.9 +/-08.3 +/48.3 +/48.3 +/47,5 +/47.5 +/47,5 +145.8 +/-45,8 +/-05.6 3 FOR ANY ADDITIONAL ANCHORS 78" +701-73.2 +/-55.4 +149.3 +/-05.4 1 /-44.5 +/-04.5 +/-44.9 +/-44.9 +/-44.9 +/45 +/45 +/45 REQUIRED FOR THE FRAME ASSEMBLY TUBE. p[0 84" +701-71 +1-52.7 +/45.8 +140.8 +/-37.8 +/-37.8 -ET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. A.LYNN MILLER:P.E :ET 4 FOR SNUBBER REQUIREMENTS. P.E.B 59705 FOR GLASS TYPES: 8)9/16" IG: (1/8"T-5/16"Air- 1/8"T) PRODUCTREVISED 1 Design Pressure(pso for Single Windows,All Anchor Groups ac complying with the plaid. Window Width Bu1ig�C�'od� t6-01: 161 ,Q under 23" 25.15116" 27-314" 30" 33.1/2" 35" 1., Expimt' Date -f+�CJ ar23" +901-150 +SW-150 +90-150 +901-150 +901-150 +9W-150 +9W-150 WINDOW IS/16" +90/•150 +901.150 +90/-150 +90/-150 +90/-150 +9W-150 +90%150 HEIGHT tl i un'Dade PraEuct C A 31ir +901-150 +901-150 +90/-150 +901-150 +9W-150 +901-150 +901-150 18' +901-150 +901-150 +901-150 +901-150 +901.150 901-14 0 +901-144.4 �_ . .5/8" +901-150 +901-150 +90l-150 +W-150 +901-150 +901-148.4 +90/-144.7 I WINDOW 10" +901-150 +901-150 +90/-150 +901-150 +901.140.8 +901-137 +901.132.8 �1 m WIDTH W +901-160 +901-150 +90/-1S0 +9W-148.6 +901-138.2 +9W-134.4 +901-130 '2' +901-150 +9W-150 +90/-150 +9W-143.1 +/-48.3 +/-47.5 +/-45.8 SEE SHEETS 184 FOR 6" +90l-150 +901-150 +901-149.8 +9W-141.1 +/.44.5 +/•44.9 +1-45 WINDOWANCHOR Z i kt" +901-150 +901-150 +90l-146.7 +/-40.8 +/-37.8 LOCATIONS AND QUANTITIES. ¢ 6 W d z q ar C7 Z .;p 8: z Z 62 C r Design Pressure(ps1)for Windows Attached to a Vertical Frame Assembly Tube Cn N _ J r Window Width ON LL- under 23" 25-15!15 27514 30" 33.1(2" 35" 37" I ILLI W W O W 2 O Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group CN d fn w �: fn A B C D A B C&D A,CBD B A B C&D A B C&D A.C&D B A B C&D OvF- ler 23" +701.90 +701-90 +701-90 +701-90 +701-90 +701-90 +70l-90 +701-90 +70/30 +701-90 +70!30 +70/-90 +701-90 +70130 +701-90 +701-90 +701-90 +70l-90 +70l-90 +701-90 ` 00D 0 Z 0 o O fn Z 15/16" +70130 +701-90 +70130 +70/-90 +701-90 +701-90 +701-90 +701-90 +70130 +70/-90 +70/-90 +701&0 +701-90 +701-90 +701-90 +701-90 +701-90 +70/30 +701-90 +70/-90 c 3-918" +701-90 +701-71.6 +701-90 +70/-90 +701-81 +701-90 +70/30 +701-90 +70130 +701-90 +701-90 +701-90 +70/-90 +701-90 +701-90 +701-90 +70/-90 +70130 +701-90 +701-90 Y W 45' +701-73.1 +/57.3 +70l-90 +70/-90 +/-64.8 +701-90 +701-90 +701-90 +70/-90 +70130 +701-90 +701-90 +70/-90 +701-90 +70130 +701-90 +70130 +701-90 +701-90 +70/-90 j (L Z O )-5/8" +/-69.3 +/54.3 +70/-90 +701-90 +/51.4 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +70/-90 +70/30 +701-90 +7(130 +70!•89.2 +701-90 +70/-90 +70/-90 > LU Z 60" +158.5 +/-05.8 +701-84.7 +70/-90 +/51.8 +701-91.2 +70/-90 +701-90 +701-75.9 +701-89.6 +70157.8 +701-90 +70/30.3 +701-78.6 +701-90 +701-90 +70/-75.2 +701-90 +701-71.2 +701-90 m O o 0 W a Q 63" +155.7 +/-03.6 +70/50.7 +7Dl-99.5 +/-09.3 +701-77.3 +701-90 +70/30 +701-72.3 +701-05.3 +70133.6 +701-90 +701-76.5 +70/-74.9 +70130 +701-90 +701-71.6 +701-96.5 +/57.8 +701-90 v m O o(n (n h U „W vQ FRAME 10"MAX. -+� {.r_ ASSEMBLY W I TUBE o 19: T ® cN rn 1 d Q V N Design Pressure(p"for Windows Attached to Horizontal Frame Assembly Tube WINDOW p Window Width On) HEIGHT �- WINDOW FRAME Z Ld o under-23" 25-15116" 27-3/4" 30" 33-1/2" 35" 37' HEIGHT ASSEMBLY ; =Q m K Anchor Anchor Anchor Anchor j w 2 0 Group Group Group Group Anchor Group Anchor Group Anchor Group TUBE WINDOW ADDITIONAL �>n:Y _ ANCHOR '� 0 All All All All B A.C&D A B C&D A B C&D 10 WIDTH ro Z w 10'MAX. (4),IF REO. � v ar23" +70/-90 +701-90 +70!30 +701-90 +701.82.1 +70/30 +70/-90 +70/-70.5 +701-90 +701-9D +70/-74,3 +70/-90 } ADDITIONAL SEE SHEETS 1&4 FOR WINDOW ANCHOR 15!15' +70/-90 +701-90 +701-90 +70%90 +701-90 +701-90 +70/-88.8 +701-90 +701-90 +70/-84 +70/-90 +701-90 I ANCHOR LOCATIONS AND QUANTITIES.SEE SHEET .318" +701-90 +701-90 +701-90 +701-90 +701-9D +701-90 +701-90 +701-90 +701-90 +701-90 +70/-90 +701-90 (4),IF REQ. 3 FOR ANY ADDITIONAL ANCHORS , REQUIRED FOR THE FRAME ASSEMBLY 48" +70/-90 +70/-90 +701-90 +701-90 +70190 +701-90 +70/-90 +701-90 +701-90 +70%90 +70/•90 +701-90 WINDOW I TUBE. ,518" +70190 +70190 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +70/90 WIDTH 30" +701-90 +701-90 +701-90 +70/-90 +701-90 +701-90 +701-90 +701-90 +701-90 +70/-90 +70/-90 +70/-90 j SEE SHEETS 1&4 FOR WINDOW ANCHOR 33" +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +70/90 +701-90 +701-90 +701-90 +70/-90 +701-90 LOCATIONS AND QUANTITIES.SEE SHEET 72" +70/-90 +701-90 +70/-90 +70/-90 +/-48.3 +/-08.3 +/-07.5 +/.47.5 +/•47.5 +/.45.8 +/.{5.8 +/.45.8 3 FOR ANY ADDITIONAL ANCHORS REQUIREDFORTHEFRAMEASSEMBLY 76" +701-90 +70/-90 +701-90 +7D/-90 +/-04.5 +/-44.5 +1-04.9 +1-44.9 +1-0"3.9 +145 +/-05 +l-05 TUBE. • _ 84" +70/-90 +701-90 +701-90 1 +/-00.8 +07.8 +/-37.8 ET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. A.LYNN MILLER.P.E. ET 4 FOR SNUBBER REQUIREMENTS, P.E.N 68705 FOR GLASS TYPES: ?0: i/RODt1CT REVtS' J 9)7/8" IG: (3/16"An- 1/2"Air-3/16"An) rzco'-p Design »�gd, Wi �F� 10)7/8" IG: (3/16"T- 1/2"Air-3/16"T) Ameprmw]N Windaw W fifth 2"i Dia E tri Daee under 23" 2515/18' 27-314 30" 33-1/2" 35' 37" ler 23° +90/-150 +90/-150 +90/-145.5 +90/-138.2 +90/-129.8 +901-126.9 +9W-123.6 B, WINDOW ;)•Tar"I eFmdec2C 1&16" +901-150 +901-150 +90/-141.8 +9W-133.1 +90/-123.3 +901-120 +9W-116.3 HEIGHT 13/8" +901-121.7 +901.114.1 +901-110.6 +901-107.2 +9W-103.8 +901-102.9 +9W-1023 I 48" +901-112.1 +9W-103.5 +9W-99.3 +901-95 +/-89.9 +/-88.1 +/-86.2 1 1. it +901-110.3 +901-101.8 +901-97.3 +90/-92.8 +/-87.4 +/-85.6 +/-83.5 WINDOW a m 30" +901-105.4 +901-96.4 +9W-91.9 +/-87.1 +/-81.2 +/-79 +/-76.6 WIDTH 53" +801-104.3 +901-95.1 +901-90.6 +/-85.7 +1-79.7 +/-T7.5 +1-75 SEE SHEETS 1&4 FOR F- Z 7T' +95-101.4 +901-921 +/-87.5 +/-82.5 +)-76.3 +/-T4 +(-71.3 WINDOW ANCHOR U r LOCATIONS AND QUANTITIES. O 78' +90/-100.4 +9W-91.1 +/-66.4 +/-81.4 +1-75.1 +/-727 +/-70 Ll.) Q < (L a 84" +901.98.7 +/-89.3 +1-84.6 +/.79.5 +/-72.2 r �^ z°U F- z a r ZO z o� 21; d Imo( , N Design Pressure(ps0 for Windows Attached to a Vertical Frame Assembly Tube JQ H U J LL Window Width under 23" 25-15116" 27-3/4" 30" 33.1/2" 35" 37" d Q O N Anchor Group Anchor Group Anchor Group Anchor Group AnchorGroup Anchor Group Anchor Group DO A B C D A B C&D B A,0&D A 8 C&D A B C&D B A,C&D B A,C&D `O O vN CO o ler 23" +701.9D- +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +70/-90 +75-9D +75-90 +75-90 +701-90 +70/-90 ..+75-90 +701-90 +701-90 +701-90 U CO 0 Z 15116" +701-90 +701-90 +701.90 +701-90 +70./-90 +70/-90 +701-90 +701.90 +701-90 +70/-90 +701-90 +70/-90 +701-90 +701-90 +75-90 +701-90 +701-90 +701.90 +701-90 (�1 Z 1-3/8" +75-9D +701-71.6 +701-90 +701-90 +7561 +701-90 +701-90 +701-90 +701.90 +70/-90 +701-90 +701-90 +701-90 +701.90 +701-90 +701-90 +701.90 +701-90 +701-90 W �j 48" +701-73.1 +/-57.3 +75-90 +75-90 +/-84.8 +701-90 +70/-90 +701-90 +701.90 +701.90 +70/-87.8 +701-90 +75-89.9 +70/-78.8 +70%89.9 +707-88.1 +701-88.1 +701.86.2 +75-86.2 U ?518" 4/-69.3 +/-54.3 +701.90 +701-90 +1{1.4 +701-90 +701-90 +701-90 +701.90 +701-90 +701-B3.2 +701-90 +70167.4 +75-74.6 +701-87.4 +701-85.8 +701-85.6 +75.83.5 +701-83.5 d LU t= d' 60" +/-58.5 +/-05.B +70/•84.7 +701-90 +1-51.8 +75-81.2 +70/-90 +75-75.9 +75.90 +701-87.1 +701-70.2 +701-87.1 +701-60.3 +/62.9 +701-81.2 +701-75.2 +7W-79 +75-71.2 +701-76.6 z -O W. +/-55.7 +/-43.8 +701-80.7 +701-89.5 +/-09.3 +701-77.3 +75.90 +701-72.3 +701.90 +701-85.3 +/66.9 +75-05.7 +75-78.5 +1-59.9 +70%79.7 +701-71.6 +70/-77.5 +/-67.8 +75.75 m'` �;� 4 W ° O n65 U) yU FRAME 2 rn 10"MAX. /-ASSEMBLY TUBE Z2: Design Pressure(psf)for Windows Attached to a Horizontal Frame Assembly TubeWIN ® o,e N Window Width T HEIGHT o J{ under23" 25-15116' 273/4" 30" 33.1/2" 35" 3T' WINDOW FRAME Z� HEIGHT w m Anchor Anchor Anchor Anchor Anchor Anchor ASSEMBLY ADDITIONAL �. Anchor Group TUBE WINDOW w O o Group Group Group Group Group Group I WIDTH ANCHOR "�a Y All All All All All All A 8 C&D 10°MAX (4).IF REO. = Z w 1er23" +7W-90 +75-90 +70/-90 +75-90 +701-90 +70/-90 +701.90 +75-74.3 +70%90 SEE SHEETS 1&4 FOR WINDOW ANCHOR c� •15/16" +701-90 +701-90 +701-90 +701-90 +701-90 +70/-88.8 +70/-84 +701-90 +75-90 ADDITIONAL LOCATIONS AND QUANTITIES.SEE SHEET ANCHOR 3 FOR ANY ADDITIONAL ANCHORS 3-318" +701-90 +701-90 +701-90 +70/-90 +701-90 +70/-90 +701-90 +701-90 +70/-90 (4),IF REQ. REQUIRED FOR THE FRAME ASSEMBLY 49• +701-90 +701-90 +701-90 +701-90 +70/69.9 +701-88.1 +70/-88.2 +70166.2 +701.86.2 TUBE. 1578" +701-90 +701-90 +70/-90 +70/-90 +701-B7.4 +70/-85.6 +701-83.5 +70163.5 +701-83.5 WINDOW I 4..__ .. 60" +70/-90 +75-90 +701-90 +701-87.1 +701-81.2 +701-79 +701-78.6 +75-76.6 +701-76-6 WIDTH +701-90 +701-90 +701-90 +701-85.7 +7W-79.7 +70/-77.5 +701-75 +70/•75 +701-75 SEE SHEETS 1&4 FOR WINDOW ANCHOR 83" LOCATIONS AND QUANTITIES.SEE SHEET 72" +701-90 +701-90 +70/-87.5 +701-82.5 +701-76.3 +70/-74 +70/-71.3 +70%71.3 +701-71.3 3 FOR ANY ADDITIONAL ANCHORS 76" +75-90 +75-90 +70/-86.4 +701.81.4 +70/-75.1 +701.72.7 +/-70 +/_70 +/_70 REQUIRED FOR THE FRAME ASSEMBLY M' +701.80 1 +701.89.3 +701-84.6 +70/-79.5 +701-72.2 TUBE. ;ET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. A.LYNN MILLER,P.E- MT 4 FOR SNUBBER REQUIREMENTS. RE#59705 Dwg.# Description Material ASSEMBLY DETAILS 7002 Main Frame Head,Sill&Jamb 6083--M Alum. 7071 Anchor Plate 6063-T6 Alum. ALL DETAILS SHOWN FROM THE INTERIOR < � �/� 7003 Sash Top,Bottom&Side Rail 6063-T6 Alum. i 7008 Frame Corner Key Steel 7009 Sash Corner Key Steel 7078 Frame Gasket Vinyl Foam 7072 Sash Comer Gasket Vinyl Foam 7070 Bulb Weatherstri .187'x.275" Flex PVC 70 7024 Maxim Multi-Point Lock Steel SASH 7026 Lock Support Plate Steel 7014 Multi-Lock Keeper Steel AS REQUIRED PER 2 CORNERS Nylon TABLE 3,SHEET 4 I 7013 Tie BarGulde Y 1 C 7015 Tie Bar Assembly Steel or SS 7028 Maxim Dyad Operator,WW<=24" Steel 7027 Maxim Dual Arm Operator,WW>24" Steel / ch 7030 Operator Gasket Vinyl Foam 7031 Operator B ckinPlate Steel 7 7051 Operator Spacer Block Nylon 7032 Stud Bracket Steel j 3 7033 OperatorTrack&Slider(Dual Arm) Steel 7023 Egress Hinge(Heavy Duty),Manuf.by Truth Steel 7050 Egress Hinge/Washable(HD),Manuf.by Truth Steel 5 Snubber,Anti-blowout Clip Steel 1713 Setting Block 5/32"x 3/16"x 1-1/4" EPDM 1714 Setting Block 5/32"x 7/16"x 1-1/4" EPDM 7037 Bead A 5063-T6 Alum. 7036 Bead B 6063-16 Alum. 7042 Bead C 6063-16 Alum. _ 7059 Bead D 6063-16 Alum. 1224 Vinyl Bulb Wst Flex PVC 7D(Thick) 1225 Vinyl Bulb Wstp(Thin) Flex PVC 70 Dow 899 Silicon Backbedding 7006 Screen Frame 6063-T6 Alum. INTERIOR 7040 Screen Corner Key Polypropolene A Screen Cloth Fiberglass 6 1635 Screen Spline EM.PVC 320 Screen Spring Stainless Steel 134 Add-on Flange 6063-T6 Alum. 7004 Frame As Tube 6063-76 Alum. FRAME #8-32 x 1/2"Ph.Pn.Mach.Scr TYPE B Stainless Steel 1157 #8x 1/2" v Ph.Pn.SMS Stainless steel CORNERS ouucr REVISED complying with the Florida #8 x 5/8"FI.Ph.SMS Stainless Steel 8g Build ng Code #8 x 7/8"FI.Ph.SMS Stainless Steel Acceptance No C^cyrretion Date #8x 1"FI.Ph.TEK Stainless Steel Revised By: Data; Revision e: #8 x 1"Quad Pn SMS Stainless Sleet BY Ivfiam Dadc Prodaci #8X 1-1/2"Quad Pn SMS Stainless Steel _ Revised ey: Date: Revision A: #1Dx 1/2"Ph.Pn./TEK Stainless Steel #10-24x9/16"Ph.PrLTYPEFSteiniessSteel #12x 1"Ph.Pn.TEK Stainless Steel ® Desc ption: Drown BY. AND CORNER VIEW J ROSOWSKI .. 1070 TECHNOLOGY DRIVE Title: Date: N. VENICE. FL 34275 CASEMENT WINDOW DETAILS-NON IMPACT 08/08/12 P.O. BOX 1529 NOKOMIS, FL 34274 Series/Model: Scale: Sheet: Drawing No. Rev: A.LYNN MILLER,P.E. CERT. OF AUTH. #29296 CA-640 NTS 11 OF 12 MD-CA640-NI B . P.E.#58705 1 ---�1.124" .062"NOM. �+-- M. 43 •T" .125" — SILICONE HOT-MELT BUTYL 2.919" I} STRUCTURAL '06M. 2 701" SILICONE •�9" I � NOM. STRUCTURAL 114"NOM. FOAM 3/16"NOM. .062" POLYIWITH OBC WITH �.Z 784" 1'158^ WITH DESICCANT DESICCANT 2'189" �►— .093" EXT.GLASS EXT.GLASS SASH TOP, 71 FRAME O FRAME HEAD, O BOTTOM&SIDE ASSEMBLY TUBE SILL&JAMB #7002,6063-T6 #7003,6063-T6 #7004,6063-T6 INT.GLASS INT.GLASS KODISPACE SUPER —{ 1.356" � _!_1 2.203" 100 4SG TPS 701 SPACERO NXTTM �I � .040" 1.000" u— .441" .423" ---1 i_ — .095" J j .093"+,093" FIXED ALUMINUM O ANCHOR PLATE O SCREEN FRAME 70 ADDON FLANGE REINFORCEMENT pOLYISO- tINT. NT FILL AREA 2 60 #7006,6063-T6 #134,6063=f6 BUTYLENE #7071,6063 T6 5116"NOM. 5116"NOM. SEAL BUM& LICONE SEAL ROLL-FORMED x{.706" DESICCANT — 845^ FOAM STAINLESS STEEL .050' EXT.GLASS- .050" I.-r— EXT.GLASS I .815" .865" INT.GLASS LASS BEAD B 34 BSD A 35 #loss,6063-T6 102 DURASEAL8 103 XL EDGE" #7037,6063-T6 SPACER SPACER _ _ �+{ — .172" .523" —�•{ I+� .050" 865" .870"__ •050" . Part# Description Material �-- .569" IEEREN""CE Kommerlin 4SG TPS Spacer System BEAD C 37 BEAD D PRODUCT REVISED 9 P Y as complying wim the Florida Quanex Super Spacer nXT with Hot Melt Butyl See this 36 #7059,6063 T6 Buil&u code Pe P Y l;l//' #7042,6063-T6 p s' Sheet for ��+` nae tanm�7o t6-�Xo2R.1 Quanex Duraseal Spacer ;; Expiratim Date P Materials 1 1/, Revtsed By: Dote: Revision B: Cardinal M-Edge Spacer � •'' p;,q '•�Fe i ADDED THIS SHEET 13y 9 P a , �1c JR 05/05/16 WITH SPACERS. Mi De, TEST REPORTS:FTL 717,8968&8970 Revised By: Dote: Revision A: _ Sdu.:.u705 Description: Drown By: 6 '� EXTRUSIONS&SPACERS J ROSOWSKI 0 C•;••,:CpR1CP.•+a�C' 1070 TECHNOLOGY DRIVE Title: Date: N. VENICE, FI. 34275 CASEMENT WINDOW DETAILS-NON IMPACT 08/08/12 P.O. BOX 1529 "!>ril�, '• NOKOMIS, FL 34274 Senas/h!odel: Scols: Sheet: Drawing No. Rev: A LYNN MILLER P.E. CERT. OF AUTH. #29296 CA-640 NTS 1 12 OF 12 MD-CA640-NI B P.E.#58705 Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_Ist.aspx r BCIS Home ! Log In I User Registration j Hot Topics Submit Surcharge ; Stats&Facts Publications i FBC Staff j y BCIS Site Map Links ( Search i F?nri�a eProduct Approval USER:Public User Product Approval Menu>Product or Application Search>Application List Search Criteria Refine Search Code Version 2014 FL# 6416 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model,Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results-Applications FL# Type Manufacturer Validated By Status FL6416-R3 Revision Transparent Protection Systems,Inc. Jorge A. Pomerantz, P.E. Approved History Category:Shutters (954)394-8521 Subcategory:Storm Panels *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you 6 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 emalls 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: MWEM Credit Card Safe 1 of 1 04/12/2017 01:33 PM Florida Building Code Online https://wvwv.floridabuilding.org/pr/pr_app_dtl.aspx?... BCIS Home Log In User Registration i Hot Topics Submit Surcharge Stats&Facts Publications I FBC Staff BCIS Site Map Links Search+� I'i��34v iµ Product Approval - USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail NO � '\ FL# FL6416-R3 W Application Type Revision Code Version 2014 Application Status Approved Comments Archived € Product Manufacturer Transparent Protection Systems,Inc. Address/Phone/Email 633 Dunksferry Road Bensalem, PA 19020 (215)638-0800 Ext 203 craig.ham pton@polymerindustries.com Authorized Signature Frank Bennardo frank@engexp.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Storm Panels Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Frank L. Bernardo, P.E. the Evaluation Report Florida License PE-0046549 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Jorge A. Pomerantz, P.E. Validation Checklist-Hardcopy Received Certificate of Independence FL6416 R3 COI Indeo.Ddf Referenced Standard and Year(of Standard) Standard Year ASTM D1929 1996 ASTM D2843 1999 ASTM D635 1998 ASTM D635 2006 ASTM E1886 2002 ASTM E1886 2005 1 of 3 04/12/2017 04:26 PM Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl.aspx?... ASTM E1996 2005 ASTM E1996 2002 ASTM E330 2002 ASTM G155 2005 ASTM G26 2000 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL6416 R3 Equiv Equiv l.pdf FL6416 R3 Equiv Equiv 2.pdf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 02/20/2015 Date Validated 04/23/2015 Date Pending FBC Approval 04/24/2015 Date Approved 06/23/2015 Summary of Products FL# Model,Number or Name Description 6416.1 ClearGuard HVHZ Panels ClearGuard Polycarbonate Storm Panels(HVHZ Product) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL6416 R3 II Dwg.pdf Approved for use outside HVHZ:Yes Verified By: Frank L.Bennardo,P.E.PE0046549 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See engineering drawings for design limitations FL6416 R3 AE 04-009 FE FBC.pdf (allowable spans,mounting conditions,anchor options,etc.) FL6416 R3 AE 04-009 LE FBC.pdf FL6416 R3 AE Eval.pdf FL6416 R3 AE HTL Test 0239-0107-05.pdf FL6416_R3_AE_HTL Test Report 0239-0312-06.pdf FL6416_R3_AE_HTL Test Report 0239-1013-07.pdf FL6416 R3 AE Test Ignition Smoke Burn.pdf FL6416 R3 AE TPI-005-02-01.pdf Created by Independent Third Party:Yes Back FN..t Contact Us:;2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: 2 of 3 04/12/2017 04:26 PM Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl.aspx?... Credit Card Safe 3 of 3 04/12/2017 04:26 PM ENGINEERING -° EXPRESS° February 3,2015 Florida Department of Business and Professional Regulation 1940 North Monroe Street Tallahassee,FL 32399 Regarding: Transparent Protection Systems,Inc. C1earGuard Polyearbonate Storm Panels(HVHZ) Project#14-1509 To Whom It May Concern: j 1 i Please be advised that the below-signed engineer does not have nor will acquire a financial interest in the company manufacturing or distributing the product(s) for which an evaluation report or validation certification has been prepared, as referenced above. This engineer is not owned, operated, nor controlled by the manufacturer or distributor noted above and does not have any financial interest in any other entity involved in the approval process of the above-noted product(s). le'spe` ' ' tVa ��r+�i��do, < Fram ',f 'ii X.,Inc. q,t FL PE`OQ4;f Cert of Auth 5#9885 l VISITWWW.ENGEXP.COM CORPORATE HEADQUARTERS: 0: 954-354-0660 FOR BRANCH LOCATIONS, 160 SW 12TH AVENUE #106 F: 954-354-0443 SERVICES & MORE DEERFIELD BEACH, FL 33442 E: OFFICE@ENGEXP.COM j ENGINEERING February 3,2015 Florida Department of Business and Professional Regulation 1940 North Monroe Street Tallahassee,FL 32399 Regarding: Transparent Protection Systems,Inc. ClearGuard Polycarbonate Storm Panels(HVI-IZ) FLB#14-1509 To Whom It May Concern: This office has reviewed test reports showing weathering performance of the plastic material used in the above-noted product. These test reports pertain to testing performed in accordance with ASTM G26 Standard Practice for Operating Light-Exposure Apparatus (Xenon-Arc Type) With and Without Water for Exposure of Nonmetallic Materials, This standard is not referenced in the Florida Building Code Fifth Edition (2014); however, for the purpose of determining the performance of the product, this standard is equivalent to ASTM G155-05a,which is an adopted standard in the above referenced building code. R SP 0. 46� Aldo, r pL .......rd* Inc. Ft" Cert of h#9,9- VISIT WWW.ENGEXP.COM CORPORATE HEADQUARTERS: 0: 954-354-0660 FOR BRANCH LOCATIONS, 160 SW 12T" AVENUE #106 F: 954-354-0443 SERVICES & MORE DEERFIELD BEACH, FL 33442 E: OFFICE@ENGr=XP.COM } ENGINEEI SING , ,., EXPRESS February 3,2015 Florida Department of Business and Professional Regulation 1940 North Monroe Street Tallahassee,FL 32399 Regarding: Transparent Protection Systems,Inc. ClearGuard Polycarbonate Storm Panels(HVHZ) FLB#14-1509 To Whom It May Concern: 3 This office has reviewed test reports showing structural and plastic performance of the above-noted product. These test reports pertain to testing performed in accordance with ASTM D 635-98 Standard Test Method for Rate of Burning and/or Extent and Time of Burning of Plastics in a Horizontal Position. This standard is not adopted in the Florida Building Code Fifth Edition (2014); however, for the purpose of determining the performance of the product, this standard is equivalent to ASTM.D 635-06, which is an adopted standard in the above referenced building code. F�a`�kL; hart o;P:E.,Inc. a� Cert Of AAttth49895 3 VISITWWW.ENGEXP.COM CORPORATE HEADQUARTERS: Q: 954-354-0660 FOR BRANCH LOCATIONS, 160 SW 12TH AVENUE #106 F: 954-354-0443 SERVICES & MORE DEERFIELD BEACH, FL 33442 E: OFFICE@ENGEXP.COM .•�.8 ' IC•L•.��AADD -'- POLYCARBONATE STORM PANELS (HVHZ) n � ' - _ :4 GENERAL NOTES: , f-2.50" 2.50 2.50' 1) THIS SYSTEM HAS BEEN TESTED AND EVALUATED AS A LARGE o.loo" ,..'' .... 0.100" ! MISSILE IMPACT PROTECTIVE SYSTEM IN ACCORDANCE WITH THE i, � ' o.•t• r� 1.00" 1.00" M N TYP `o '\ 3/8"MIN REQUIREMENTS OF THE FLORIDA BUILDING CODE FIFTH EDITION(2014) , �9 v 0 L_ t� PER TAS 201, OU &203 TEST PROTOCOLS. PANELS ARE APPROVED FOR ''{iii 1111��s,11 ' r 1� i h USE THROUGHOUT THE STATE OF FLORIDA,INCLUDING WITHIN THE HIGH M.IUA�'O �ry y \Ily { y �LLm�m4 VELOCITY HURRICANE ZONE(HVHZ)COMPRISED OF MIAMI-DADE& LLIIi: BROWARD COUNTIES. Z w=v X 12"(MIN)TO 13"(MAX)PANEL COVERAGE �--6 1/2"MAX COVERAGE-� 2) NO 33-1/3%INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN Q 15 3/16"MAX TOTAL PANEL WIDTH !-8 3/4"MAX TOTAL W iDTH MOUNT WITH - THE DESIGN OF THIS PRODUCT. 0 3) POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE 7 w° MOUNT WITH FASTENEROR STUDS WITH THIS SYSTEM SHALL BE DETERMINED BY OTHERS ON A L,` N 3 w z 1 FULL PANEL PROFILE FASTENERS 2 HALF PANEL PROFILE JOB-SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. W OAT W w ° AT 6-1/2" SITE-SPECIFIC PRESSURE REQUIREMENTS AS DETERMINED IN (SEE GEN NOTE 6) 13"O.C.MAX 3"=1'-0" (SEE GEN NOTE 6) O.C.MAX ACCORDANCE WITH ASCE 7-10 AND CHAPTER 1609 OF THE FLORIDA BUILDING CODE FIFTH EDITION(2014)SHALL BE LESS THAN OR EQUAL ID w 2.000" TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE CAPACITY VALUES ti 0 -STUD AND/OR LEG DIRECTION LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. I a MAY BE REVERSED 3 375„ 4) DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM -" 0.313" 0.500" � 0.380"y�__� 0.665" 0.125" 0.563" 0,313" tI 0.285:: 0.375" I I TESTED PRESSURES DIVIDED 8Y-I 1.5 SAFETY FACTOR. 0.688" 1 T_ 0.275" 5)THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. IF SITE CONDITIONS DEVIATE FROM - THE CONDITIONS DETAILED HEREIN,A LICENSED ENGINEER OR o fff CLOSURE REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS TO 00 0.125" N �� :o NP 0.650" 0.320" u Z= o - o p,pg2�7yp -1 ry ANGLE BE USED IN CONJUNCTION WITH THIS DOCUMENT. ¢>v ,y TY o .. 0.095" '7 6)THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND °=w L -1- 2.000"-_. TYP S w 6"=1'-0" SUPERIMPOSED LOADS IS OUTSIDE THE SCOPE OF THIS CERTIFICATION t � -1- "'"'" AND SHALL BE VERIFIED BY OTHERS. � c o(=- BUILDOUT 7) CLEAR POLYCARBONATE STORM PANELS(FULL,HALF,& N o vo w REVERSE 'F' T MA C KR 'F' TRACK O DOUBLE-WIDE)MAY VARY IN"COVERAGE"WIDTH UP TO THE RESPECTIVE �N> t t S N 0.096" MAXIMA SHOWN HEREIN,PROVIDED THAT THE PANEL PROFILE HEIGHT BE ,� c N ¢ 1 3 STUD ANGLE 4 F ANGLE 6"=1'-0" 6 6"=1'-0' MAINTAINED. PANELS SHALL BE MOUNTED WITH FASTENERS OR STUDS k Z �a Z 2.250" AT MAXIMUM SPACING SHOWN FOR EACH PROFILE. ¢ ` 6"=1'-0" 6"=1'-0" .... y F c Z w [ 6) ALL POLYCARBONATE PANELS SHALL BE MANUFACTURED BY o J S¢o 0.875' 0.099" r TRANSPARENT PROTECTION SYSTEMS,Inc. ¢ II ? 0.099" 9)THIS PRODUCT APPROVAL IS FOR THE USE OF CLEAR �z O=F '� 00.35" rn POLYCARBONATE PANELS ONLY. ALL POLYCARBONATE PANELS SHALL BE T. wm o 2.000" EXTRUDED WITH THICKNESS t=0.100"(10.030")AND SHALL BE Gj o v " MANUFACTURED FROM 100%SYNTHETIC THERMOPLASTIC POLYMER RESIN ¢w¢ c 0.067" (UV STABILIZED). ANY PLASTIC MATERIAL TO BE USED IN THE HVHZ WIDTH UNLIMITED 0.865"� MUST DEMOSTRATE COMPLIANCE WITH SECTION 2614 OF THE BUILDING S MIN 0.067" CODE SPECIFIED ABOVE, TYPICAL TENSILE STRENGTH Fy=8.908 KSI, O TOP MOUNT MOUNTING 0.37 FLEXURAL STRENGTH Fby=L2.90 KSI,&FLEXURAL MODULUS IS 328.7 KSI. LL w (CONN AS REQ'D) SECTIONS 00.60" i 10) ALL EXTRUSIONS SHALL BE 6063-T6 ALUMINUM ALLOY,U.N.O. i ------- KEYHOLE WASHERED i 'H' HEADER 11) PANELS SHALL BE PERMANENTLY LABELED WITH A MINIMUM OF ONE WASHER W I N G N UT 1 O LABEL PER PANEL CONTAINING THE FOLLOWING: 6"=1'-0" TRANSPARENT PROTECTION SYSTEMS,INC. Z h $ 6"=1'-0" 6"=1'-0" 633 DUNKSFERRY ROAD a 6+ Q WIDTH UNLIMITED BENSALEM,PA 19020 0 a �� I ASTM E330,E1886&E1996 c TOP MOUNT MOUNTINGp PRODUCT APPROVAL NUMBER W j8$ ¢ I PLAN i-'- (CONN AS REQ'D) SECT10N51 12) STORM PANELS HAVE BEEN DESIGNED AND TESTED TO THE a VIEWS I MAXIMUM SPANS AND CORRESPONDING LOADS SHOWN HEREIN. 0.23" \\ REFERENCE CONSTRUCTION TESTING CORPORATION(CTC OF MIAMI,fl) I�OIx Iw y9 TEST REPORTS#04-009-FE-FBC&#04-009-LE-FBC,AS WELL AS d HURRICANE TEST LAB(HTL OF RIVIERA BEACH,FL)TEST REPORTS I � § #0239-0107-05,#0239-1013-07,&#0239-0312-06. n I //r iv y vai o I 13) TOP&BOTTOM MOUNTING SECTIONS MAY BE INTERCHANGED AS a 8 w FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED VERTICALLY OR LL npppazi¢ w j J Z U HORIZONTALLY AS APPLICABLE, �- = P 4 14 USE OF KEYHOLE WASHERS IS OPTIONAL IN CONJUNCTION WITH . / ,1 ,"',•, j i ANY MOUNTING CONDITION, HOLES MAY BE FIELD DRILLED IN PANELS ATm- / S KEYHOLEHAVE WASHER) WITH ANY FASTENER TYPE. WASHERD WINNTSHALL .6"MINIMUM WASHER DIAMETER. caPrwGMFAnwcLeQ+!unooe.E. 15)ALL BOLTS&WASHERS SHALL BE ZINC COATED STEEL,GALVANIZED 14-1509 \ / STEELOR STAINLESS STEEL WITH A MINIMUM TENSILE YIELD STRENGTH SCALE: OF 60'KSI. PAGE DESCRIPTION: --- ------o--- ----a---- - ----- -NOTE:FOR ALTERNATE ARCH TOP INSTALLATIONS,THE TOP TRACK OR ___________ BOTTOM MOUNT BOTTOM MOUNT U-HEADER SHALL BE CUT INTO 6"MINIMUM ADJACENT SEGMENTS.EACH (CONN AS REQ'O) 2 KEYHOLE DETAIL (CONN AS REQ'D) SEGMENT SHALL HAVE ANCHORS SPACED PER THE ANCHOR SCHEDULE,WITH A MINIMUM OF(2)ANCHORS PER SEGMENT.ANCHORS SHALL BE 1 TYPICAL ELEVATION 1 N.T.S. ALT:FIELD DRILL 03/8" 3 ALT. ARCH TOP* 1-1/2"MIN FROM ENDS OF EACH SEGMENT AND SPACED 3"MINIMUM FROM ^ HOLE(OR 05/8"HOLE ADJACENT ANCHORS.FOR STUDDED TRACKS ONLY,THERE SHALL BE A C'(JII 1 N.T.S. 1 .T.S. M NINIMUM OF(1)STUD PER SEGMENT FASTENED TO THE STORM PANEL. W/KEYHOLE WASHER) STUDS SHALL BE LOCATED 2"MINIMUM FROM ENDS OF EACH SEGMENT. ..... ` SSR 9Op,' t--2.50" 2.50" f-2.50"� t-2.50 -t o-A�2.000"-4 }2.000"1 2 1.00" ,T �o�7- "tl.003" T T 1.00 ry'S 0.300" -!,Opp" -o Q2 o ? S ti �X--24"(MIN)TO 26"(MAX)PANELCOVERAGE 12.000" � 28 1/4"MAX TOTAL PANEL WIDTH----------- ----14.394" rr^^ n TM it MOUNT WITH MOUNT WITH Wrn CLE RMAX DOUBLE—WIDE PANEL PROFILE ALT. FULL PANEL'PROFILE ��"d ' 11 FASTENERS 12 OR STUDS AT W Z • i 11�YY•. x 3"=1'-0" (SEE GEN NOTE 6) OR STUDS AT N.T.S. (SEE GEN NOTE 6) 13"O.C.MAX fn n >Q LL w a 13"O.C.MAX Ll�l a w o 0 6 ZW W N.;Dh'S uz (n C, Y pale 10 W 1/4-20 MACHINE SCREW STUD X 0.625" 3/4"@ 6"O.C. 0.093"1L .... 1/4-20 TYP. 11 STUD X 3/4" _ 3.000"MAX, 0.500" @ 6"O.C. G j K��EEaa1BEN%V�•''• . EXISTING HOST CONN TYPE Cl: EXISTING HOST STRUCTURE EXISTING HOST STRUCTURE v.E •,'� STRUCTURE DIRECT MOUNT CONN TYPE C3: f BEND PANEL AROUND __.V •••O ��. CONN TYPE Cl: CORNER&STITCH TO _ W/REMOVABLE. ANCHOR PER .��.� .�- ANCHOR PER S�f ADJACENT PANEL WITH ANCHOR PER ANCHOR SCHED ANCHOR SCHED I �'G 2C / 1/4-20 BOLTS & -� -O2 S ANCHOR SCHED #14 SMS OR �' O AT 14-D.C.D WINGNUTS i EMBED }-EMBED 1/2"MAX EMBED d RIVE61,POPTS AT f RFS AT 24"O (TYP) C`J tw7 uF'i p 1 2 w F 13"O.C.MAX /GLE Q`•.•• FASTEN PANELS TO / tom w o 1 0 11 12 Y EXISTING HOST vltl 2 = ap HOST STRUCTURE OR VAR STRUCTURE •• U 6 1/4-20 mw 7 3 —T TO STUDDED ANGLE 11 :n LEG&/OR EXISTING x 3/4" w o (TOP&BOTTOM AT �FlTPI Few ii 1/4-20 x 3/4' j Lu O STUD DIR GLAZING STUDS zN I w CORRUGATION VALLEY rrnn j LL y^,U m J 12 wa na. STUDS AT 13" ! x VJ GLASS SEPAR MAY 8E __ __ AT 13" o: - U CLOSEST TO CORNER W PER SCHED z REVERSED GLASS SEPAR xa O.C.MAX- u: Z� w= X FOR INTER }- O.C. Q s (EACH SIDE) U ZE w s i0 n PER SCHED ___GLASS SEPARATION wa :0 MOUNT MAX = 11 Crnn n ¢4"10'0 - EXISTING 1/4-20 I 4 T PER SCHEDULE 1 2 y u t m Z a o GLAZING x 3/4" z 1/4" 11 12 a w a < -{E Q MAX EXISTING N s CORNER CLOSURE Zx �9� STUDS a AT 13" GLAZING W W w y N.T.S. PLAN VIEW 3 w^ u 3 O.C. £ CONN TYPE C5: < 3 f N ,an L.9 MAX w ANCHOR PER 5 13 IT Q DED Cr / m ANCHOR SCHED 1/4" b MAX_ —1" DIST EMBED MAX 2 CONN TYPE Cl: CONN TYPE Cl: ANCHOR PER EXISTING HOST STRUCTURE 11 HOST STRUCTURE ANCHOR SCHED ANCHORPERANCHOR SCHED 12 B 1 MOUNTING SECTION 2 MOUNTING SECTION 3 P=59psf OR LESSS,,OR AMOUNTING SECTION ANCHORSOR O.C.FOR EQT 5.9"O.C. EQ �;ti a= 3 3"=1'-0" VERT SECTION 3 3"=1'-0" VERT SECTION 3 3"=1'-0" VERT SECTION FOR P=120p5f OR LESS(USE ANY ANCHOR FROM ANCHOR SCHED) t c as 0 w 4 a v Ya"MAX GAP ' 6 BUILD-OUT CLOSURE sw Z W g<o PLAN VIEW �pG J M y 1 2 1112 1 2 1112 1/4" EXISTING HOST STRUCTURE 1/4•, MAX�� NOTE:DETAIL 9/3 MAY BE USED CONN TYPE C2: MAX AS AN ALTERNATE TO CLOSURE J 22 ANCHOR PER --r DETAILS 7/3 AND 6/3. u EMBED ANCHOR SCHED ��• 1/2"MAX MAXIMUM PANEL MIN.PANEL OVERLAP EXISTING HOST SO _ PROJECTION STRUCTURE SPAN SCHEDULE SHALL BE I.5 TIMES w o MAX SPAN&PRESSURE FOR o"MAX GAP THE PANEL PROJECTION r a A E' USE WITH"H"HEADER: (POSITIVE CONN.) FROM THE EXISTING e�a N a 11 60"MAX AT 55.47psf WALL MOUNT CLOSURE HOST STRUCTURE EXISTING HOST - H STRUCTURE x i3fil; EXISTING 1 2 I 3 3"=1'-0" PLAN VIEW GLAZING LOAD MAX �� 1 1112 9 PANEL OVERLAP GLASS SEPAR a o (psf) SPAN(ft) tl>' PER SCHED 3/4-20 x J= EXISTING HOST *25 6'-S' 3 N.T.S. PLAN VIEW o cv v r w ff as LEG OR STUD DIR STUDS z uUi STRUCTURE,TYP 130 6'-2" $ g MAY BE REVERSED i AT 13" n w a"MAX GAP 1 11 2 1 332 6'-1" MAXIMUM SPAN FOR INTER X o. 1/4" 335 MOUNT O.C.MAX I"TO MAX t- AA 0 5'_9" SCHEDULE NOTES:03 -1- 150 5'-5" Y. SPANS SHOWN IN"MAX PANEL SPAN SCHEDULE"ABOVE ARE MAXIMUM CONN TYPE 04: 1 355 S-3'• ALLOWABLE SPANS AT EACH RESPECTIVE DESIGN PRESSURE. 00PYRCRT FHRML EE1WMOP.E. �._. ... /4'. J 2. THIS SCHEDULE MAY 8E USED TO DETERMINE MAXIMUM ALLOWABLE / w ANCHOR PER _ 1/2'MIN MAX *60 5'-2" SPANS FOR PANELS INSTALLED USING ANY COMBINATION OF MOUNTING 14-1509 HOST ANCHOR SCHED OVERLAP STRUCT f _EDGE ,� 165 5'-1" EXTRUSIONS INVOLVING A POSITIVE CONNECTION-i.e.ALL INSTALLATIONS SCALE: w DIST ANCHORS AT 12.0'O.C.FOR P=59psf OR LESS, 170 __5'-0" WHICH DO NOT INCLUDE AN"H"OR"U"HEADER. PAGE oESCuvnON: -1- OR AT 5.9"O.C.FOR P=120psf OR LESS(USE 175 4110" ANY ANCHOR FROM ANCHOR SCHED) 180 4'-9" 3. WHERE THE HE HEADER IS USED,THE MAXIMUM ALLOWABLE SPAN IS 5'-0"(60")AND THE MAXIMUM ALLOWABLE PRESSURE IS 55.47psf. 4 MOUNTING SECTION 8 TRAP MOUNT CLOSURE 190 4-7 (2")AND THE MAXIMUM ALLOWABLE PRESSURE ISER IS USED,THE MAXIMUM +78/-80 PSF.BLE I54'-4" *loo 4'-a^ � ! 3"=1'-D" VERT SECTION 3"=1'-0" PLAN VIEW 3110 3'-11" S. TABLE ABOVE IS VALID FOR PANELS MOUNTED HORIZONTALLY OR 3 3 3120 3'-7" VERTICALLY. SPAN DIRECTION IS ALWAYS PERPENDICULAR TO LINE OF ANCHORAGE. I ....FAIAIIIIIf// n, z ALUMINUM OR GALVANIZED STEEL SPACER: LEG AND/OR STUD , a p REQUIRED ONLY FOR EIFS,ICF,OR t OF R•.�� DIRECTION MAY BE w w OTHER MALLEABLE FINISHES. P z REVERSED FOR GLASS SEP. 1/4-20 x w U -GLASS SEP. . OPTIONAL FOR STUCCO,BRICK,OR INTERIOR MOUNT PER SCHED z-n PER SCHED qqs` 3/4" z I OTHER RIGID FINISHES. OPTIONAL METAL BONDED -{ Q _STUDS x a EXISTING 1/4-20 < WASHER MAY BE USED ON AT 6" ¢ n o THE INNERSIDE OF THE EXISTING-� �,_ GLAZING x3/4" u-w ......_..._ IU GLAZING O.C.MAX` _ lq STUDS w PANEL. W W = 29 j 1415 w AT 6" za f ._...� Z� Z. 15 O.C. a a .:.r 1/4" o MAX x EMBED UI a Q w a U'<d wp cy ¢ cm uj oo MAX EMBED E p o w dd p W W HOST wp CONN TYPE CS: MAX ANCHORS PER .J. �'u z STRUCT w _EDGE ANCHORPER —r i '- ANCHOR SCHED - CONN TYPE Cl: J ANCHOR w ANCHOR PER SCHEDULELu HOST STRUCTURE ANCHOR SCHED 0°' f a L9� w 1 MOUNTING SECTION 2 MOUNTING SECTION EXISTING Wp Rp HOST N w q, 3"=1'-0" VERT SECTION q. 3"=1'-0" VERT SECTION STRUCTURE w u QN d>D E 2� ---- EXISTING EXTERIOR w WALL FINISH(STUCCO, 5 O t=-;p EXISTING N�11 BRICK,ICF,EIFS,ETC.) w v v Km ' o e y F O tia`v>i va pOa ANY ANCHOR FROM ANCHOR CONN TYPE Cl: EXISTING SCHEDULE,ANCHORS `EXISTING HOST ANCHOR PER GLAZING ¢n SPACED @ 6"O.C.MAX. STRU URE ANCHOR SCHED GLASSSEPARATIONaPERSCHEDULEpEMBED NOTE:SHUTTER SYSTEM MAY BE ANCHORED THROUGH _J,L� EXTERIOR WALL FINISH TO HOST STRUCTURE WITH =6 17 X'Q Lj ANY MOUNTING CONDITION SHOWN HEREINGN ❑.. 1 2 EXISTE W w p 11 12 W. u w" GLAZING �6l/4_20 z. MOUNTING SECTION THRU %MINIMUhI� I EXISTING x3/4" w EXTERIOR WALL FINISH SPAR REQ'D GLAZING _ / STUDSa NOTE:MAXIMUM SPAN AND PRESSURE FOR GLASS SEPAR� V AT 6 s 5 BRICK ICF EIFS ETC. g3 USE WITH'U'HEADERS:52"MAX PANEL PER SCHED O.C. I aI 'a ¢Jeff MAX 4 N.T.S. VERT SECTION o a a a aE. SPAN +78/-80 PSF MAX DESIGN PRESSURE 3 MOUNTING SECTION 4 MOUNTING SECTION �mLL�� 4 N.T.S. VERT SECTION 4 N.T.S. VERT SECTIONr` "s �6�e 5 NANO 1, COPMGHTFILARLBEN ARLOP.E. 14-1509 SCALE: PAGE DESCRIPTION- ral .,-:. ._ FSANK L itPE0046549 ANCHOR SCHEDULE 2"MIN EDGE DISTANCE 02'/ #�20 G Spans P To 4'-0' Spans Up To 6'-0" Spans p 70 7- S� Go= ANCHOR OAsf) CONN TYPE CONN TYPE CONN TYPE MINIMUM GLASS it OF Cl C2 13 C4 C5 C1 C2 C3 C4 CS CI C2 I C3 I C4 I C5 SEPARATION SCHEDULE 1/4"ELCO ULTRACON OR ITW 42 13.0"13.0"13.0"13.0"13,0" 13.0"13.0"13.0"13.0" t3,0"13,0"13.0"13.0"13,0"13.0" GLASS SEPARATION r'^•rFt,,t (�•�ATTTAPCON WITH 1-3/4" 47 13,0"13,0"13.0•'13.0"13.0"13,0"13.0"13.0"13.0"13.0"13.0"30.8"13.0"13,0"13.0"EMBED(3000 PSI MIN CONC) 53 13.0"33.0"13.0"13.0"13.0"13.0"13.0'•13.0"13.0" 13.0"13.0'• 9.6" 7.5" 13.0"13.0" MINIMUM SCHEDULE NOTES: � o65 13.0"13.0"13,0"13.0"13.0"13.0" 9.8" 7.6" 13.0" 13.0"13.0" 7.8" 6.1" 13.0" 8,4" SEPARATION MINIMUM "' lm m z ` 120 13.0" 7.9" 6.2" 13.0" 8.5" 5.4" 5.3'• 4.1" 5.1" 5.7" 4.3" 4.2" 3.3" 4.1" 4.5" POSITIVE SPAN AT OR BELOW SEPARATION 1. GLASS SEPARATION SCHEDULE �r1^J ....___...__..........._.._..._.._..__._.._...___..__.--._._._.. LOAD LESS 30'ABOVE AT ELEV>30' PROVIDES MINIMUM SEPARATION W VJ ui'� O 114'ELCO PANELFIATE WITH 42 13.0"13.0"13.0"13.0"13_0"13_0"13.0"13.0'_13:0_' 13.0"13.0'•13.0"13.0"13.0"13,D" W Z w'a"U 8 i (PsQ THAN GRADE ABOVE GRADE DISTANCE REQUIRED BETWEEN Lu Z 2,a m 1-3/4"MIN EMBED(3350 PSI 47 13.0"13.0"13.0"13.0"13.0"13.0 13.0" 13.D 13.0"13,0"13.0"13.0"13.0"13.0"13.0' _ w=-•X EXTERIOR FACE OF GLAZING(OR Z MIN CONC) 53 13.0"13,0"13.0"13.0"13.0"13.0"13.0"13,0"13.0"13.0"13.0" 12.2" 9.6" 13.0"13.0" 4'-0" 4.23" t.37" >U LL w 5 a OTHER PRODUCT BEING PROTECTED) W a w 65 13.0"13.0"13.0"13.0"13.0"13.0•'12.5" 9.7" 13,0"13.0"13,0"10.0" 7.8" 13,0"10,6" 32 4'-9" 4,23" 1.73" AND INTERIOR FACE OF INSTALLED `••'v� L m Z o 0 * 120 13.0"10.1"17,9"113.0"110.8" 6.9" 6.8" 5.3" 6.5" 7.2" 5.5" 5.4" 4.2" 5.2 5.8 6'-1" 5.35" 3.OD" STORM PANEL. Z^ w pz z 1/4-20 ALL POINTS SOLID-SET 42 1j130"113.01",0"13.0"13.0"13,0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0".13_0"13.0" 2. SEPARATION DISTANCE PER THIS •N' 4 WITH 7/8°I4[N EMBED(3000 47 1 .0"13,0"13.0"13,0"13.0"13,0"13.0"13.0"13.0"13.0"10.9"33.0"13.0"13.0" 4'-0" 4.23" 1.46" wSCHEDULE IS REQUIRED FOR USE 40 4'-9" 4,23" 1.92" LL3 J PSIMIN CONC) 53 13.0"13.0"13.0•'13.0 13.0"13.0"13.0"13.0"13.0"13.0" 9.6" 7.5" 13.0"13.0" WITH POSITIVE LOADS ONLY. UI_ _......__. . -9" 5.35" 3.00" w 65 13.0"13.0"13.0"13.0"13.0" 9.8" 7.7" 13.0"13.0"13.0 7.9" 6,1" 13.0" 9.8" 3. SEPARATION FROM GLASS ISW120 1 .0" 6.2" 13,0" 9.9" 5.4" 5.3" 4.1" 5.9" 6,6" 4.3" 43 3.3 4.7" 5.3 W-0" 4.23" 1.52" REQUIRED ONLY WHEN INSTALLED 1 1/4-20 POWERS CALK-IN WITH 42 13.0"13.0"13,0"13.0"13,0"13.0"13.0"13.0"13,0"13.0"13,0"13.0"13.0"13.0" 45 4'-9" 4.23" 2.03" WITHIN THE HIGH VELOCITY7/B"MIN EMBED(3000 PSI MIN 47 13.0"13.0" 13.0"13.0"13.0"13.0_'13.0"13.D"13.0"13,0" 6.9" 13.0"11.8"11.8" HURRICANE ZONE,ASTM WIND ZONE 5'-7" 5.35" 3.00" 4 AND ESSENTIAL FACILITIES. CONC) 53 13.0"13,0"13.0"13.0"13,0"13.0"13.0"13.0"13.0"13.0" 6.1" 4.7" 10,4"1D.4" 4'-0" 4.23' 1.58" 65 13.0"13.D"73.0"13.0"13.0" 6.2" 4.8" 30.6"30.6"13.0" 5.0" 3.9" 8.5" 4.9" 120 1 .0" 3.9" 8.6" 5.0" 3.4" 3.4" N/A 3.0" 3.3" N/A N/A N/A NIA N/A 50 4'-9" 4.23" 2.14" 5'-6" 5.35" 3.00" ___ 2"MIN EDGE DISTANCE 4'-0" 4,23" 1.69" Z=ti Spans Up To 4`0" Spans Up To W-0" Spans Up To 7'-6' 60 4'-9" 4,23" 2.37" o.= o ANCHOR LOADf w o (Psf) CONN TYPE CONN TYPE CONN TYPE 5'-3" 5.35" 3.00" - =rn Cl C2 C3 04 CS Cl C2 C3 I C4 I CS Cl C2 I C3 I C4 CS 4'-0" 4.23" 1.81" 1/4"ELCO ULTRACON WITH 42 13.0"13.0" _? 1 " 70 4''-9" 4,23" 2,60" j103 " "1 " " " " " -1/4"EMBED 47 13 13.0"13.0"13.0"13.0" 1 1 O1.9 2.5"12.5" 9.5" 3.6 S' 10.0" S. t06"11.1"11.1" 8.S 3.2" N/A 8.9" 8." 5-0 5.3 3.00" 53 13.0" 13.0"13.0" 13.0" 6" 3A'no ° mO 0" N/A 7.2" 339 120 �65 12.9"12.9"12.9"13.0"13.0" 8.6" 3.2" N/A .0" 8 " a Q 120 7.0" N/A N/A 7.3" 3.3" N/A N/A NIA WA i N/A NIA N/A N/A N/A N/A e z w _. 1/4"ELCO PANELMATE WITH 42 13.0"13.0"13.0"13.0"13,0"13.0"13,0"13.0"13.0",13.0"13.0"13.0"13.0"13.0"13.0" 01 __...___ ANCHOR NOTES: �Iw a..� m 1-1/4"MIN EMBED q7 13.0"13.0 13.0"13.0"13.0 13.0 13.0 13.0 13.0"13.0"13.0" 7,2" 13.0"13.0"13.0" mz O z w 53 13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0" 6.3" 4.9" 13.0"13.0" :om Q -- -' 1. FOR ALL CONCRETE ANCHORS,UTILIZE EITHER 1/4"ITW ATT TAPCONS OR 3 * 65 13.D"13.0"13.0"13.0 13.0"13,0" 6.5" 5.0" 13.0"13.0"13.0" 5.2" 4,0" 12.4' 6.1" 0 120 13.0" 5.3" 4.1" 12.6 6.2" 3.6" 3.5" N/A 3.7" 4.1" N/A N/A N/A N/A 3.3" 1/4"ELCO ULTRACONS AS SPECIFIED IN THE ANCHOR SCHEDULES. ¢N Q m 114-20 ALL POINTS SOLID-SET 42 13.0 13.D"13.0"13.0 13.0 13.0 33.0 13.0 13.0 13.0 13.0 13.0"13.0"13.0"13.D" 2. "ELCO PANELMATE"ANCHORS MAY BE MALE,FEMALE,OR PANELMATE �� PLUS,AS ILLUSTRATED HEREIN. HEAD STYLE MAY BE STD 13/32"OR WITH 7/8"MIN EMBED 47 13.0"13.0 13.D"13.0 13.0 13.0"13.0"113.0'113.0"13.0"13.0" 7.3" 13.0"13,0' 13.0" WASHERED 5/8"HEX HEAD. O O 0 53 13.0"33.0"13.0'•13.0"13.0"13,0"13.0 13.0"113.0"1130-113.0" 6.4" 5.0" 32.0"12.0" 3. ENSURE MINIMUM 2"EDGE DISTANCE FOR ALL ANCHORS TO CONCRETE& u w x * 65 13.0"13_0"13_0"13_0_'13.0"13.0" 6.6" S.1" 12.3"12.3"13.0" 5.2" 4.1" 4.8" 5.4' TO HOLLOW BLOCK. ENSURE 3/4"EDGE DISTANCE FOR ALL ANCHORS TO 120 13.0" 5.3" 4.2" 10.0" 5.5" 3.6" 3.6" N/A 3.3" 3.7" N/A N/A N/A N/A N/A WOOD. 4. MINIMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE. 3/4"MIN EDGE DISTANCE MINIMUM EMBEDMENTAND EDGE DISTANCE EXCLUDES STUCCO,FOAM, j BRICK,AND OTHER WALL FINISHES. Spans p o 4-O" Spans Up To V-0- Spans Up To T-6 ANCHOR LOAD 5. CONCRETE ANCHORS NOTED HEREIN SHALL BE EMBEDDED TO Oaa (OSQ CONN TYPE CONN TYPE CONN TYPE e x F CI C2 C3 C4 CS CS C2 C3 C4 CS CI C2 C3 C4 CS UN-CRAKCED CONCRETE ONLY.INSTALL ALL CONCRETE ANCHORS PER 3-€ MANUFACTURE'S RECOMMENDATIONS. 1/4"TAPCON(ELCO OR ITW) 42 13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"11.6"111.6"13.0'•13.0"13.0 9.3 9.3 6. WHERE EXISTING STRUCTURE IS WOOD FRAMING,EXISTING CONDITIONS "'� •q$ � OR#14 WOOD SCREW W/ 47 13.0 13.0"13.0"13.0"13.0"13.0"13.0"13,0"10.4"10,4"13,0" 7.7" 13.0" 8.3" 8.3" MAY VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD �3 qgPg 1-1/2"EMBED 53 13.0"13.0"13.0".13.E 13.0"13.0"13.0"13.D" 9.2" 9.2" 13.0" 6.8" 5.3" 7.4" 7.4" FRAMING MEMBERS,NOT INTO PLYWOOD. ..__._. _. C@@E 65 13.0"13.0"13.0"11.3"11.3"13.0" 6.9•' S.4" 7.5" 7.5" 13.0" 5.5" 43" 6.0" 4.1" 7, WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING,ANCHOR &� 120 13.0" 5.6" 4.4" 6.1" 4.2" 3.8" 3.8" 2.9" 2,6 2.8" 3.1" 3.0" 2.3" 2.1" 2.2_' SHALL BE LOCATED IN CENTER OF NOMINAL 2x4(MIN)WOOD STUD(i.e. 1/4"ELCO PANELMATE 42 13.0"13.0"13.0"13.0"13.0"A213.0"13.0"13.0"13.0"13.0"13,0"13.0"13.0"13.0"13.0" 3/4"EDGE DISTANCE IS ACCEPTABLE FOR ANCHORS TO WOOD FRAMING). -� (FEMALE,MALE,OR PLUS)W/ 47 13.0"13.0"13.0"13 A".0"13.0"13.0"13.0"13 110"13.0"13.0"13.0"13.0"13.0"13.0" WOOD STUD SHALL BE"SOUTHERN PINE"G=0.55 OR GREATER DENSITY. 1-7/8"M N EMBED 53 13.0"13.0"113.0"13,0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"13,0•'11.6"13.0"13.0" 8. ANCHOR SCHEDULE APPLIES FOR ALL PRODUCTS CERTIFIED HEREIN,BUT fuuu N * 65 13.0"13.0"13.0•'13.0'•13.0"13.0"13.0"11.8"13.0"13.0"13.0"12.1" 9.4" 13.0" 9.4" ONLY PROVIDES MAXIMUM ALLOWABLE ANCHOR SPACING. MAXIMUM 4 (L s c 120 13,0"12.3" 9.6"113.0"19.6" 83" 8.2" 6.4" 5.9" 6.4' 6.7" 6.5" 5.1" 43" 5.1" ALLOWABLE SPANS AND PRESSURES INDICATED IN SPAN SCHEDULE c 'H Is 7/16"WOOD BUSHING W/7/8' 42 13.0"13.0"13.0"13.0•'13.0"13.0'•13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0" SHALL APPLY, MIN EMBED&1/4-20 S.S. 47 13.0"13.0"13.0"13,0"13.0"13.0"13.0"13.0"113.0"13.0"13.0" 5.9"_33.0'_'_13.0"13.0" 9. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2"ENGAGEMENT OF WPYRKNIFPIN(L a01'URDDp.E p MACHINE SCREW 1 THREAD ' THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS 14-1509 53 13,0"13,0"13,0"13.0"13.0"13.0"13,0"13.D"13.0"13.0"13.0' S.2" 4.1" 13.0"13.0" PENETR 65 13.0••13.0"13.0"13.0"13.0"13.0" 5.3" 4,1" 13.0"13.0"11.4'• 4.2" 3,3" 11.4" 5,3" HEAD,OR WAFER HEAD("SIDEWALK BOLT")U.N.C. SCALE: ARD 120 11.6" 4.3" 3.4" 11.6" 5,4" 2.9" 2.9 2.2" 3.2" 3.6" 2.3" 2.3" NIA 2.5" 2.9" 30, �c DESIGNATES REMOVABLE ANCHORS. PANELS SHALL BE MOUNTED pgGE DESCRIPTION: 1/4"LAG SCREW WITH 2-3/32" 42 13.0"13.0"13.0"13,0"13.0"13.0"13.0"13.0"12.1"12.1"13.0"13.0"13,0" 9.7" 9.7" DIRECTLY TO THE HOST STRUCTURE ONLY WITH THESE ANCHORS, MIN THREAD PENETR 47 13.0"33,0"13.0"13.0"13.0"13.0"13.0"13.0"10.8"10.8"13,0" 9.9" 13.0 8.6" 8.6" LOCATED AT KEYHOLES AND LESS THAN OR EQUAL TO ALLOWABLE 53 13.0"13.0 13.0"13.0"13.0"13 0.13.0"13.0" 9.6" 9.6" 33,0" 8,8" 6,9" 7.7" 7.7' SPACING SHOWN IN ANCHOR SCHEDULE. °F 65 13.0"113.0 13.0"13.7"St.7"13.0" 9.D" 7,0" 7.8" 7.8" 13.0" 7.2" 5.6" 6.3" 4,5" 11. 'N/A"DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE * p"qFOR USE. a'4wtw 120 113.0"17.3" 5.7" 6.4" 4.6" 5.0" 4.9" 3.8" 2.9" 3.1" 4.0" 3.9" 3.0" 2.3" 2.5' CONSTRUCTION TESTING CORPORATION 13873 N.W. 191h Avenue Miami, Florida 33054 Phone:305-685-6657 Fax:305-685-6659 Email: ctclab@bellsouth.net Report No: 04-009 FE FIDC 19 July 2004 Test Rates: 14,26,27&28 May,2 June&5 July 2004 Testing a Polycarbonate Hurricane Shutter Panels Client: Transparent Protection Systems, Inc® 6643 North 42""Terrace West Palm Beach,FL 33407 Phone: 888-447-8320 Fax: 561-844-2445 General: This test report incorporates into one document three testing activities. These are: 1.Uniform Static Air Pressure, per F18C 2001,TAS 202-94 2. Large Missile Impacts, per FISC 2001,TAS 201-94 3. Cyclic Wind Pressure Loading, per FISC 2001,TAS 203-94 Witness to Testine: Yamil G.Kuri,P.E. : CTC Official Witness, Raina Williams,CTC Assistant& George IDotzler,CTC Test Engineer IDescriotion of Specimens: Specimens were nominal 1/10"polycarbonate Storm Panels(Mic'd thickness varied across section from 0.0905"to 0.1185").These panels were extruded into a two ribbed 2"x 13"section with a nominal coverage of 13"per panel manufactured by Transparent Protection Systems,Inc.of West Palm Beach,Florida. These panels utilized the a double key hole punch pattern at.each end of the panels as shown in the diagram below. Specimen were all three panels wide(41'/a")lengths varied from 60"to 144". Specimen were mounted in a variety of fastenings these are detailed on the following page. Specimen were installed without intermediate supports to the panel overlaps. Detailed descriptions of each specimen are included immediately preceding the relevant test data together with section drawings. POLYCARBONATE PAPIEL PROFILE / 2 2 y H'le / H)le t Ole 13- COYERAC�E 15-114-OVERALL Typical End Head or Sill !" -!. 1.3 5' + -1-22' T + -1.22' °� °� '�: o� ;. T 0.58 �i j- 0.58 -� CLEAR POLYCARBONATE Reports pertain to the samples tested only and may not be reprodu ed without permission. Copyright 04-009 FE FBC : 19 July 2004 : P ge 1 of 12 Ali V 7nni r CONSTRUCTION TESTING CORPORATION 13873 N.W. 19th Avenue Miami, Florida 33054 Phone:305-685-6657 Fax:305-685-6659 Email: ctclab@belisouth.net DETAILS: Fest specimens were installed with the following fasteners and aluminum extrusion: 1-314- 5116' —s HeslDrive t-314' Standard Hes Drive ifiavi Set 7116'0 13132") 10 - 518'f Wood Screw �' TAPCOFJ ITW�ELCO TAPCON !ll�� Stainless Steel 1114-al-314- TAPCOIUS 114'x 1-314- ................ 111111 -314'd!!!!!!AlRi471 s� 0119'N!!111111l11V 0 0.050 131.215- -'� "'K� *0.865" 1' 9116" 1" 1' 310' +�ASHESE13 VINSMUT S_S_Lman Head Balt S.S_Machine Bolt S.S_Side 1¢all Bolt 114--20 114t-20 114t-20 114't-20 Male PLUS 3116' Female 0.30 1 NAk - 1 318, Laffrve ELCO Textron H Hem- 114' PANIELIfAaee Internal 114--20' 314m 2-114' i" 1-314'- 314" 3-112' 2-112' 1147-20 BRASS ALL POINTS:SOLiD SET 1 RAWL:CAULK-INiS VOOD BUSHING MACHiNE SCREW.MASONRY ANCHOR 518- 112- Base Fetal Lead Alloy Shield SIQE -F '- ' + CUT Insert j i i r � IrYTEAtF1AL —1� nr 114 AMETEn 511 4-UMEAo Q 112' <" s 112' �y116" """�� I, ��itt00ii�11ii��11 YiinEAip Q Interior h larriae�ol I-ESteuor End 1HTE6HAL End ; pical 0.092- 0_380" `l'=0.35' 1- • �� ' 0.195' g` 5�6' �11116" 2- {0.125- 2- 0.275' 0.665" 15116' Typical 2< 0.195' STUD ANGLE 1- ;Rev4rse F-Angie 1-518' 11116 3 Typical 718' "` F-TRACY +=0-60- '�— Vp:12 Ke!jhole Washer 2-114' 0.090'Aluminum 0-069" 3-318-1k ie-HEADER 3 31 1-112- p:12-13 318" 0.090- - 165- 0.320" 0.656- Typical .6 0- Typical D_165' 0_096- 1.660 i BUILD-OUT F-TRACK 1.285's tdp:13 3-13116- 0.0w x 0.099" 1-518- 2-114" 2- *0 067" 0.056" +F- 2-a 5"ANGLE 0.125"� .F 318- Vp:i2 Typical 0.067 A"Webster"gauge was utilized to determine the material hardness of aluminum components. These readings are indicated(\V:13)for example where the gauge registered a 13 hardness taken off of a mill finish extrusion. Where gauge readings are taken off of a painted aluminum component,readings are indicated xI .' . -example. ey e a number of similar aluminum components were sampled and a range of readings •e found these ar 4ho (t��: 11.5-13)or as(1N'p:10-12)for example. Reports pertain to the samples tested only and may not be reproduced 'thout permission. Copyright 0 04-009 FE FBC : 19 July 2004 : Pag 2 of 12 CONSTRUCTION TESTING CORPORATION 13873 N.W. 191th Avenue Miami, Florida 33054 Phone:305-685-6657 Fax:305-685-6659 Email: ctclab@bellsoutb.net Specimen A:Build Out/Floor,Mount : 1=14"Panels: 140"C.O. Specimen A Impacts&Cyclic Wind LoadingSide View 1 Tapeons Bead: Panels were mounted at 13" on.center (O.C.) with washered wing nuts onto a Conc:etr 13'o.c. studded ahhmimun angle. Thus angle was secured with#14 x'/�" stainless steel(S.S.), B'n`k !4; self drilling self taping(SDST) screws at 13"O.C. to the 5"leg of a 2"x 5" aluminum =washered -`. Wingnut angle, forming a 3" build out. This 2" x 5" angle was in turn secured to a concrete block beam with standard '/" x 1%" ELCO 'Tapson masony screws at 13" O.C. by OPENING LENGTH it's 2" leg which was turned away from the opening. Sill:Panels were mounted at 13" Reverse Washered O.C. withn asihered wing mils onto stainless steel, /a -20 x 1" machine bolts trapped F-Angle '' j •- Aluminum �''+? wingnut C. into an aluminum reverse f-track. This reverse f-angle was secured to a concrete block '4V _;: : . beam at 13" on center with S.S. %"-20 x 1" pan head bolts (9/16'' head and 1/::•'-20 x 1 i''"q'' " ! on to S.S.Pan Head ° 114"-20 x 9" Concrete£ Machine combination slot & phillips drive) into RAWL, Caulk-In. machine bolt, masonry shleiatol-ear = Block � nolts.s. Specimen anchors. t 113'•O.C. " Side tTew Tapeons r( v4"x 11-314" Specimen 11 : Build Out/Floor,Mount: 141"Panels: 140"C.O. e ok e`i''' �` '3�0' Impacts�x Cyclic Wind Loading N. „4..-2n x 11. Washered '-,Vangnut on mead: Panels were mounted at 13" O.C. with washered wing nuts onto stainless steel, Machine Bott S.S.Balt rd)13•'o.C. /n"-20 x 1"machine bolts yapped into a Mild out F-track extrusion. This extrusion was OPENING LENGTH secured to a concrete block beans at 13"O.C.with ELCO Maxi Set '/T x 1 3/n"Tapeon l� Washered masonry screws. Sill: Panels were mounted at 13" O.C. with washered wing nuts onto '- Wlnmgnut Stud nglAngle :i1�minum „,. gy13" g gO.C. a studded aluminum angle. This an le was secured at 13" O.C.with S.S. '/"-20 x 1/2” ; lea--zo S.S. side walls bolts (3/4" head and combination slot & phillips drive) into ELCO Sideraik Bolt Concrete '; into ELCO PanelMate, Female, wood & masonry anchors Specimen C Block Female °i. PanelMate secured to a concrete block beam. side view Q 13••O.C. Wood Lag S.S. Specimen C:Wall/Wall,Mount: 144"Panels: 140"C.O. 2 z.No.2 1/4";0.-31V Sawhem Impacts&Cyclic bind Loading Pine Lumber Mead: Panels were mounted at 1311 O.C.with washered wing nuts onto stainless steel., i-a' 14"-20 x 1"machine bolts trapped into a F-track extrusion This extrusion was secured to a No: 2 Southern Pine lumber beam at 13 O.C. with S.S. '/" x 1-3/4" wood lags. CLEAR G LENGTH Sill: Panels were mounted at 13" O.C. with washered wing nuts onto a studded Stud Angle is-z Washered ahuminurn angle. This angle was secured at 13" O.C. with S.S. 1/411-20 x 1"pan head 1-"= Wingnut s 13"O.C- bolts (9/16" head and combination slot &phillips drive) into All Points,brass wood 2s- o.z bushings secured into a No:2 Southern Pine lumber beam. P=eUNhei,. ± I S.Pan "tea Bok into Brass Specimen I1,12,13 E 14 I ��— Wood Bushing Q 13-O.C. Side mew tea--ZO a 1-S.S. Pan Head Bolt Specimen 11 : Wall/Floor,Mount: 120"Panels : 117"C.O. :Impacts _ Vasherinto Lead Shield Anchor 1 IZ:W Specimen'6 - all/Floor,Mount: 103"Panels: 100"C.O. :Impacts a 4i_te2-O C P3look ;;;' Specimen 13 :Wall/Floor,Mount:84"Panels: 81"C.O. :Impacts Specimen 14 :Wall/Floor,Mount: 60"Panels: 57"C.O. Impacts Bead: Panels were directly mounted at 6'/" O.C. with S.S. 1/411-20 x 1"pan head bolts CLEAR PANEL (9/16" head and combination slot & phillips drive) through an aluminum keyhole OPENING LENGTH masher into All Point, Solid Set, machine bolt, masonry anchors set into a concrete Reverse i :.- Aluminum i?.`Washered block beaten. Sill: Panels were mounted at 6'/" O.C. with washered �viug nuts onto F-Angle i,>r- s �oC stainless steel. 1/,2'-20 x 1" machine bolts trapped into an aluminum reverse f-track. ' —�—--K onto This reverse f-angle was secured to a concrete floor at 13" on iter.with .S. s.114PzoH ;YFr `I _Y �;iwL2ox In 20 x 1" pan head bolts (9/16" head and corn ' ation slot & phillips w i to All S. a ad ^i; Machine Holt into Lead `a `Cnnc�ote.< Bolt S.S. Point,Solid Set,machine bolt,masonry and rs. Shield Anchor 13-O.C, l; Reports pertain to the samples tested only and may not be reproduc d without permission. Cop ri h 04-009 FE FSC : 19 July 2004 : Pa e 3 of 12 AU i 2004 CONSTRUCTION TESTING CORPORATION 13873 N.W. 19th Avenue Miami, Florida 33054 Phone:305-685-6657 Fax:305-685-6659 Email:ctclab@bellsouth.net Sample A Sample B Sample C Impact&Cycle Impac[&Cycle Impact&09cle Sample I1 F111- ❑�-+:,K 9&K Impact Sample I2 �E Impact GC� S=3 5 © Sample I4 14$' E 141r, 14V 140" tic, 138- 120- �f` t Impact u 117- 105' yE lot)- 60- X 57- =FF`K .r. ® UtTr ® � f + 4t'�C- Impact and Cvelie itVind I.oadin�I l6rdanner of Testing: In accordance with the FLORIDA BUILDING CODE 2001, TESTING APPLICATIONS STANDARD(TAS)201-94,EVIPAC'T TEST PROCEEIDLIRES and TESTING APPLICATIONS STANDARD(TAS)203-94,CRITERIA FOR TESTING PRODUCTS SUBJECT TO CYCLIC WIND PRESSURE LOADING. The specimens_A,D&C.as previously described,were impacted(as shown in the diagram above)with a 9.021b,96" long_S4S.2x4.of No. 2 Southern Pine lumber.in locations as directed by the client consulting engineer. Impact Test Results Location Location Velocity (Deflection Permanent Set IID Size ltt(in),IIp(in) (Description I'vSec Inches Inches {11 121 (3) (4) 151 A 41" x 144" 21,72 Center Panel • /3 492 7.25 0.00 A 41" x 144" 33,8 Loner Right Corner 49.6 3.50 3.50 B 41" x 144" 21.71 Center Panel 2/3 49.1 7.50 0.00 B 41" x 144" 6, 12 Loner Left Corner 49.3 2.00 0.00 C 41" 1144" 21.72 Center Panel 2 13 49.7 7.00 0.00 C 41" x 144" 8,133 Upper Left Corner 49.6 3.00 0.00 I1 41" x 120" 21,60 Ceti ter Pan el 2/3 49.7 6.50 0.00 II 41" x 120" 7, 11 Loeser Left Corner 49.6 2.69 2.00 12 41" x 103" 21,52 Center Panel 2/3 49.6 6.00 0.00 12 41" x103" 6,12 Lower Left Corner 49.5 2.88 1.75 I3 41"x84" 21,41 Center Panel 2/3 49.5 5.25 0.00 I3. 41"x84" 8,11 Loner Left Corner 49.7 2.25 1.88 I4 41" x60" 21,29 Center Panel 2/3 49.3 4.13 0.00 I4 41"x60" 6,12 Loner Left Corner 49.5 2.38 2.00 (1):Impact location given on Cartesian grid,right and up from lower left hand corner. (2):1he location description relative to the product assembly. (3):Impact velocity measured with an Oehler Chronometer model 35P,verified by the video method. (4):Deflections recorded by the change in height of a collapsed aluminum foil cylin (5):Set readings made from the deformed product to a reference plane wit steel ruler. Reports pertain to the samples tested only and may not be rep6P;age hout permission Copyri t 2 04-009 FF FBC : 19 July 200of 12 22 2004 CONSTRUCTION TESTING CORPORATION 13873 N.W. 19th Avenue Miami, Florida 33054 Phone:305-685-6657 Fax:305-685-6659 Email: ctclab@bellsouth.net Sample A Sample B Sample C Impact is See Impact& ce Impact& e F ©L-car. ®6K 144°' 140'° 14+1" 140" 144' 138°' 41•x- - -4, 7�-4VL Follo-ring impacts,specimens A,B&C mere cyclic wind loaded as directed by the FDC 2001,TAS 203-94,CRITERIA FOR TESTING PRODUCTS SUBJECT TO CYCLIC WIND PRESSURE LOADING,in accordance with Table 1621.4 :Fatigue Loading Sequence,located in chapter 16,FBC 2001. In general,numerous static air pressure cycles are applied to the specimen at varying load levels based upon the positive and negative design load levels. Polyethylene film(2 mil)and tape-were used to seal air leakage during loads and-were used in a manner that did not influence the results. A detailed account of the cyclic-wind loads applied and resulting deflections at the centerline of the specimen's primary span follows: No. Design Load Defl'ns A Defl'ns D Defl'ns C Cycles Range PSF PSF Inches Inches Inches 0 0.000 0.000 0.000 600 0%to 50%Pos.DL 39.0 19.5 4.750 4.875 4.250 70 0%to 60%Pos.DL 39.0 23.4 5.000 5.127 5.000 1 0%to 130%Pos.DL 39.0 50.7 8.750 9.000 8.250 0 At Rest 0.250 0.313 0.188 0 0.000 0.000 0.000 600 0%to 60%Nag.DL (39.0) (19.5) 5.250 5.313 4.500 70 0%to 60%Neg.DL (39.0) (23.4) 5.750 5.813 5.625 1 09'o to 60%Nag.DL (39.0) (50.7) 9.000 9.125 8.500 0 At Rest 0.250 0.375 0.250 1342 Total Circles Reports pertain to the samples tested only and may not be repro aced without permission. Copyri ht 04-009 FE FBC : 19 July 2004 : ge 5 of 12 u � z o� CONSTRUCTION TESTING CORPORATION 13573 N.W. 191x'Avenue Miami, Florida 33054 Phone:305-685-6657 Fax:305-685-6659 Email: ctclab@bellsouth.net Specimen 191.1:Build Out/Floor,Mount:84"Panels: '00"C.O. :+Wind Specimen DIA,D2&D3 Head: Panels were mounted at 13" on center with washered ging nuts onto a Side View studded aluminum angle. This angle was secured with#14 1'/1" stainless steel, + Wood Lae S.S. self drilling, self taping, screws at 13" on center to the 5" leg of a 2" x 5" UPEN VV x 1-3W' alununum angle,forming a 3"build out. This 2"x 5"angle was in turn secured 2 z.No.2 13"O.C. to a No: 2 Southern Pine lumber beam at 13 on center with S.S. '/"'x 1-114wood southern � Pane Lumber lags. Sill: Panels were mounted at 13" O.C. with washered wing nuts onto _ stainless steel, '/4"-20 x 1" machine bolts trapped into an aluminum reverse f - i Y 1Nashered i Wiingnut track. This reverse f-angle was secured to a No:2 Southern Pine lumber beam at ktsa 73"O.C. 1.3 on center with S.S. '/"x I-%"wood lags. CLEAR PANEL OPENING LENGTH Static Wind Loading/Manner of Testing:In accordance with FBC 2001, TAS 202-94,CRITERIA FOR TESTING IMPACT&NON IMPACT AluminuminluminReverse i um r _washered RESISTANT BUILDING ENVELOPE COMPONENTS USING UNIFORM F-Angle � tingnut STATIC AIR PRESSURE: Loads were applied to the specimen(30 second fl 13 11 O.C. duration)at levels specified by the client's Consulting Engineer. Polyethylene onto film(2 mil)and tape were used to seal air leakage during loads these were used Wood Leg S.S. - 1W-20 x V 14 x 1-314' Machine in a mamier that did not influence the results. Gauges were mounted along the @ 73"q,C 2 s.No-2 SouthernBolt S.S. centerline of the specimen's primary span to record deflections. Deflection Pine Lumber readings follow: Wind Load Data: Specimen DIA Top Center Bottom NET Gross Load Load Def1'n Defl'n DefTn Defl'n Defl'n Defl'n Defl'n Defl'n Percent Percent PSP in T-120 at Load at Load at Load at Load at Load at Load at Load at Load Recovery Recovery 0.0 0.0 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 NA NA 10.4 2.0 0.000 0.000 1.313 0.000 0.000 0.000 1.313 0.000 100.0% 100.0% 20.8 4.0 0.000 0.000 2.625 0.000 0.000 0.000 2.625 0.000 100.00/0 100.00/0 31.2 6.0 0.031 0.000 3.375 0.000 0.000 0.000 3.359 0.000 100.0°/u 100.0% 41.6 8.0 0.063 0.000 4.063 0.000 0.000 0.000 4.031 0.000 100.0% 100.0°10 520 10.0 0.094 0.000 4.750 0.031 0.000 0.000 4.703 0.031 99.3% 99.3% 62.4 12.0 0.125 0.000 5.375 0.063 0.000 0.000 5.313 0.063 98.8% 98.80/0 72.8 14.0 0.156 0.031 6.125 0.125 0.031 0.000 6.031 0.109 95.2% 98.0% 83.2 16.0 0.188 0.094 6.750 0.188 0.063 0.031 6.625 0.125 98.1% 97.2% 93.6 18.0 0.219 0.19-5 7.438 0.250 0.094 0.063 7.251 0.156 97.90/. 96.60/. 104.0 20.0 0.250 0.188 8.125 0.313 0.125 0.094 7.938 0.172 97.8% 96.213/6 114.4 22.0 NR NR NR NR NR NR Shear Failure at-20-1/4"I-I20,at head,2nd&3rd panel o-wrlap torn from fastener. Reports pertain to the samples tested only and may not be repr6duced;withoutpermiss4Copytight04-009 FE Fl1C : 19 July 20042 4 CONSTRUCTION TESTING CORPORATION 13873 N.W. &h Avenue Miami, Florida 33054 Phone:305-685-6657 Fax:305-685-6659 Email:ctclab@bellsouth.net Specimen DI.2.- Build Out/Floor,Mount:84"Panels:80"C.O. :-I.Alind Specimen 01.2,01.3 901.4 Head: Panels were mounted at 13" on center with washered wing nuts onto a Side View studded aluminum angle. This angle was secured with#14 x3/,'* stainless steel, Tapeons self drilling, self taping, screws at 13"' on center to the 5" leg of a 2" X 5" O.C. iT @ 13 aluminum angle, forming a 3"build out. This 2" x 5" angle was in turn secured I = r te to a concrete beam at 13" on center with Maxi Set 1/4" x I-W' ITW Tapcon masonry screws. Sill: Panels were mounted at 13" on center with washered wing Washered nuts onto stainless steel. 1/4"-20 x I" machine bolts trapped into an al Wingnut reverse f-track. This reverse f-angle was secured at 13" on center to a concrete 13;O.C. block beam Mfli standard'W'x I-3/4"ITW Tapeon masonry screws. CLEAR �AN PANEL OPENING LENGTH Static Wind Loading/Manner of Testing: In accordance with FISC 2001, Reverse i TAS 202-94,CRITERIA FOR TESTING IMPACT&NON IMPACT Aluminum ill Was ered RESISTANT BUILDING ENVELOPE COMPONENTS USING UNIFORM F-Angle Wangnut 13"O.C. STATIC AIR PRESSURE: Loads were applied to the specimen(30 second specified by the client's Consulting Engineer. Polyethylene duration)at levels specif Ork to Tapeons 1 W°-20 x I film(2 mil)and tape were used to seal air leakage during loads these were used 1 W X 1-3X. Machine in a manner that did not influence the results. Gauges were mounted along the 13 O.C. BOR S.S. centerline of the specimen's primary span to record deflections. Deflection readings follow: Wind Load Data: Specimen D1.2 Top Center Bottom NET Gauss Load Load De11h Deffn Deffn Deffn Deffn Deffn Deffn Deffn Percent Percent PSF in IMO at Load at Load at Load at Load at Load at Load at Load at Load Recovery Recovery 0.0 0.0 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 NA NA (10.4) 2.0 0.031 0.000 1.500 0.000 0.000 0.000 1.484 0.000 100.0ya 100.03/0 (20.8) 4.0 0.063 0.000 2.750 0.000 0.000 0.000 2.719 0.000 100.0% 100.0% (31.2) 6.0 0.094 0.000 3.563 0.000 0.000 0.000 3.516 0.000 100.0% 100.0010 (41.6) 8.0 0.125 0.000 4.250 0.0(XO 0.000 0.000 4.188 0.000 100.0% 100.00/0 (52.0) 10.0 0.156 0.000 4.938 0.031 0.000 0.000 4.859 0.031 99.40/o 99.4% (62-4) 12.0 0.188 0.094 5.688 0.063 0.031 0.016 5.578 0.008 99.91/1c) 98.9% (72-8) 14.0 0.250 0.125 6.313 0.125 0.063 0.047 6.156 0.039 99.4% 98.0% (83-2) 16.0 0.281 0-156 7.000 0.219 0.094 0.063 6.813 0.109 98.4% 96.9% (93.6) 18.0 0.313 0.189 7.698 0.250 0.125 0.094 7.469 0.109 98.5% 96.7% (98.8) 19.0 0.344 0.250 8.000 0.375 0.125 0.125 7.766 0.188 97.6% 95.3% (104.0) 20.0 NR NR NR NR NR NR Shear F ailure at-19-1/2"H2 0,at s i 11,1 s t&2nd panel ow r I ap torn from fis tene r. Reports pertain to the samples tested only and may not be rep 6oduced without permission. Copyrig without permission. Page 04-009 FE FBC : 19 July 200 Page 7 of 12 CONSTRUCTION TESTING CORPORATION 13873 N.W. 191"Avenue Miami, Florida 33054 Phone:305-685-6657 Fax:305-685-6659 Email: ctclab@bellsouth.net Specimen D1.3:Build Out/Floor,Mount:84"Panels:80"C.®. :-Wind Head: Panels were mounted at 13" on center with washered tying nuts onto a Specimen 131.2,09.3&01.4 studded aluminum angle. This angle was secured with #14 s %" stainless steel, Side View self drilling, self taping, screws at 13" on center to the 5" leg of a 2" s 5" M1;,,_�;a�__;i;_ Tapeons aluminum angle,forming a 3"build out. This 2" x 5" angle was in turn secured to 13' O.C. a concrete beam at 13"on center with Maxi Set '/"x 1-%"ITW Tapeon masonn' "a''�oocreteJ` screws. Sill: Panels were mounted at 13" on center with tvashered wing nuts onto stainless steel. 1/"-20 x 1"machine bolts trapped into an aluminum reverse f track. V i This reverse f angle was secured at 13' on center to a concrete block beam with , _f 1Vashered pj,F Wingnut standard' "x 1 3/,"IM Tapeon masonry screws. Q 13,'O.C. /a Static mind Loading/Manner of Testing:In accordance with FBC 2001,TAS CLEAR PANEL- 202-94,CRITERIA FOR TESTING IMPACT&NON IMPACT RESISTANT OPENING LENGTH ReveBUILDING ENVELOPE COMPONENTS USING UNIFORM STATIC AIR lurnirse V�'„'� 141teminum = -Washered PRESSURE: Loads were applied to the specimen(30 second duration)at levels F-Angle ! Wengnut specified by the client's Consulting Engineer. Polyethylene film(2 nail)and tape /-~ i _ were �- used to seal air leakage during loads these were used in a manner that did not €iii on to Tepcons 914'°-2a x 1" influence the results. Gauges were mounted along the centerline of the specimen's 14'x 9-3l4" ?' i` Machine +.e Concrete primary span to record deflections. Deflection readings follow: �93"O.C. BIS¢& �!�,; Bolt S.S. Wind Load Datta: Specimen D1.3 Top Center Bottom NET Gross Load Load Defl'n Defl'n Defl'n Deffn Defl'n Defl'n Defl'n Defl'n Percent Percent PST u1 H2O at Load at Load at Load at Load at Load at Load at Load at Load Recovery Recovery 0.0 0.0 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 NA NA (10.4) 2.0 0.063 0.000 1.625 0.000 0.000 0.000 1.594 0.000 100.0% 100.00/0 (20.8) 4.0 0.094 0.000 2.938 0.000 0.000 0.000 2.891 0.000 100.00/0 100.0% (31.2) 6.0 0.125 0.000 3.688 0.000 0.000 0.000 3.625 0.000 100.0% 100.00/0 (41.6) 8.0 0.156 0.000 4.375 0.000 0.000 0.000 4.297 0.000 100.09/0 100.0% (52.0) 10.0 0.188 0.000 5.094 0.031 0.000 0.000 5.000 0.031 99.4% 99.4% (62.4) 12.0 0.250 0.125 5.813 0.063 0.031 0.000 5.672 0.000 100.00/0 98.90/0 (72.8) 14.0 0.281 0.156 6.500 0.125 0.063 0.031 6.328 0.031 99.5% 98.1% (83.2) 16.0 0.313 0.188 7.188 0.219 0.094 0.063 6.984 0.094 98.7% 97.0% (93.6) 18.0 0.375 0.219 7.938 0.250 0.125 0.094 7.688 0.094 98.8% 96.9% (98.8) 19.0 0.406 0.250 8.250 0.375 0.156 0.125 7.969 0.188 97.6% 95.5% (104.0) 20.0 NR NR NR NR NR NR 'fest(Uscontinuedtiben sample 114.2 Failed Reports pertain to the samples tested only and may not be repro(Page ed without permission. 04-009 FE FSC : 19 July 2004 : 8 of 12 A G 2100 CONSTRUCTION TESTING CORPORATION 13873 N.W. 19th Avenue Miami, Florida 33054 Phone:305-685-6657 Fax:305-685-6659 Email:ctclab@bellsouth.net Specimen DIA: Build Out/Floor,Mount: 84"Panels: 00"C.O. :-Mind Head: Panels were mounted at 13" on center-ith washered tying nuts onto a Specimen 131.2,D1.3&111.4 studded alun.inum angle. This angle was secured nith#141'/4"stainless steel, Side View self drilling, self taping, screws at 1.3" on center to the 5" leg of a 2" x 5" 4:::;::::,,,>,,::� ._;i: Tapeons :;.:::hr,. r ••::: 714'7i 1-3l4' aluminum angle, forming a 3` build out. This 2" x 5 angle was in ltun . : 13-O.C. �;: secured to a concrete beam at 13" on center with Maxi Set ''/4" 1 3/4°' ITW lGoercrete .: Tapcon masonry screws. Sill: Panels were mounted at. 13" on center lviiln washered wing nuts onto stainless steel, '/''-20 x 1" machine bolts trapped into _V'€ an aluminum reverse f track. This reverse f angle was secured at 13"on center ixs'°��ashered i V�fingnut to a concrete block beawith standard ''/," x 1 3/" ITW Tapcon nasonn, gI213"O.C. u. screws. CLEAR PANEL Static Wind Loading/Manner of Testing:In accordance with Fl3C 2001 OPENING LENGTH g� ! TAS 202-94,CRITERIA FOR TESTING IMPACT&NON IMPACT Reverse r' Aluminum i' <Washered RESISTANT BUILDING ENVELOPE COMPONENTS USING F-ASngle II Wingnut UNIFORM S'T'ATIC AIR PRESSURE: Loads were applied to the specimen �� ;: O. C. (30 second duration)at levels specified by the client's Consulting Engineer. ! on to cons Ta !�' Polyethylene film(2 mil)and tape were used to seal air leakage during loads '114"Par ;r 7!4ach x I"I"�-31�' Pt: p_Corrcreee ;, Machine these were used in a manner that did not influence the results. Gauges were @ R3°'O.C. Block '�r' Bolt S.S. mounted along the centerline of the specimen's primary span to record "''' deflections. Deflection readings follow: Wind Load Data: Specimen D1.4 Top Center Bottom NET Gross Load Load Defl'n Defl'n DefPn Defl'n Defl'n Defl'n Defl'n Defl'n Percent Percent P.ST in IL?O at Load at Load at Load at Load at Load at Load at Load at Load Recoveiy Recovei}- 0"0 0.0 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 NA NA (10.4) 2.0 0.000 0.000 1.438 0.000 0.000 0.000 1.438 0.000 100.0% 100.00/0 (20.8) 4.0 0.063 0.000 2.688 0.000 0.000 0.000 2.656 0.000 100.013/0 100.0"/0 (31.2) 6.0 0.094 0.000 3.438 0.000 0.000 0.000 3.391 0.000 100.00/0 100.00/0 (41.6) 8.0 0.125 0.000 4.125 0.000 0.000 0.000 4.063 0.000 100.0% 100.0% (52.0) 10.0 0.156 0.000. 4.813 0.094 0.000 0.000 4.734 0.094 98.0% 98.1% (62.4) 12.0 0.188 0.000 5.500 0.188 0.031 0.000 5.391 0.188 96.5% 96.60/a (72.8) 14.0 0.219 0.094 6.188 0.219 0.047 0.031 6.055 0.156 97.4°/o 96.5% (83.2) 16.0 0.250 0.125 6"875 0"250 0.063 0.063 6.719 0.156 97.7% 96.4% (93.6) 18.0 0.281 0.156 7.594 0.313 0.078 0.063 7.414 0.203 97.3% 95.9% (98.8) 19.0 0.219 0.188 7.875 0.375 0.094 0.063 7.719 0.250 96.8% 95.20/o (104.0) 20.0 NR NR NR NR NR NR Test Ascontinuedmiten s ample D1.2 Failed. Reports pertain to the samples tested only and may not be reprodurwithoution. Copyri 04-009 FE FBC : 19 July 2004 : P U Z 200 CONSTRUCTION TESTING CORPORATION 13873 N.W. 19th Avenue Miami, Florida 33054 Phone:305-685-6657 Fax:305-685-6659 Email: ctclab@bellsouth.net Specimen D2:Build Out/Floor,?4ount: 144"Panels: 140"C.®. : -Wind Head: Panels were mounted at 13" on center with washered wing nuts onto a studded aluminum angle. This angle was secured with 414 x 3/4" stainless steel, self drilling, self taping, screws at 13" on center to the 5" leg of a 2" View w Viex 5" aluminum angle,forming a 3"build out. specimen B2&D3 This 2" x 5" angle was in turn secured to a No: 2 Southern Pine lumber beam at 13 on center with S.S. '/" x 1-3/4"wood lags. Sill:Panels were mounted at I -� '; Wood Lao S.S. 714"x 7-314'• 13" O.C. with washered wing nuts onto stainless steel.. I/"-20 x 1" machine 2 a.rya 2 @ 13"O.C. bolts trapped Into an aluminum reverse f track. This reverse f angle was southern secured to a No:2 Southern Pine lumber beam at 13 on center with S.S. 1/4"x Pine Lumber ;r Js.�x 1-3/4"wood lags. 1Nashered Wingnut Static Wind Loading/Manner of Testing: In accordance with FSC 2001, =;„_ @ 13"O.C. TAS 202-94,CRITERIA FOR TESTING IMPACT&NON IMPACT CLEAR PANEL RESISTANT BUILDING ENVELOPE COMPONENTS USING OPENING LENGTH is UNIFORM STATIC AIR PRESSURE: Loads were applied to the Reverse j r. Aluminurn [rTZI Washered specimen(30 second duration)at levels specified by the client's Consulting F-Angle 1 Wingnut 1 ;« Engineer. Polyethylene film(2 mil)and tape were used to seal air leakage �73"O.C. during loads these were used in a manner that did not influence the results. " �-�_ onto Gauges were mounted along the centerline of the specimen's primary span to Wood Lag g.g. 714"-20 x I" record deflections. Deflection readings follow: 714'x 1-3/4" 2 s.Na_2 Machine aj 13"O.C. I Bolt S.S. SOUthern Pine Lumber Wind Load Data: Specimen D2 Top Center Bottom NET Gross Load Load Deffn Deffn Deffn Deffn Deffn Deffn DefPn Deffn Percent Percent PSF in H2O at Load at Load at Load at Load at Load at Load at Load at Load Recovery Recovery 0.0 0.0 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 NA NA (10.4) 2.0 0.063 0.000 3.250 0.000 0.000 0.000 3.219 0.000 100.0% 100.00/a (20.8) 4.0 0.156 0.000 5.500 0.063 0.000 0.000 5.422 0.063 98.80/0 95.90/0 (31.2) 6.0 0.188 0.000 7.000 0.125 0.000 0.000 6.906 0.125 98.2% 98.2% (41.6) 8.0 0.313 0.000 8.188 0.188 0.031 0.000 8.016 0.125 98.4% 95.5% (46.8) 9.0 0.344 0.031 8.685 0.313 0.063 0.016 8.484 0.164 98.1% 97.5% (52.0) 10.0 0.375 0.063 9.250 0.438 0.094 0.031 9.016 0.266 97.1% 96.6% (57.2) 11.0 0.438 0.125 9.813 0.563 0.125 0.094 10.531 0.328 96.9% 96.0% (62.4) 12.0 NR NR NR NR NR Nit Shear Failure at-I1-1/2"1.120,at sill,2nd panel of three torn from fasteners. Reports pertain to the samples tested only and may not be reproduced ithout permission. Copyright 20 04-009 FE FBC : 19 July 2004 : Page 0 of 12 AUG 1,2 2004 CONSTRUCTION TESTING CORPORATION 13873 N.W. 191h Avenue Miami, Florida 33054 Phone:305-685-6657 Fax:305-685-6659 Email:ctclabCbellsouth.net Specimen D3:Build Out/Floor,Mount: 60"Panels : 57"C.O. :-Wind Head: Panels were mounted at 13" on center with washered ging nuts onto a Specimen U1.1,Q2&03 studded alununum angle. This angle was secured with#14 x 3/," stainless steel, Side View self drilling, self taping, screws at 13" on center to the 5" leg of a 2" x 5" Woad Lag S.S. aluminum angle,fonuing a 3"build out. This 2" x 5"angle was in turn secured I� 4�' 1/4"x 1-314•' to a No: 2 Southern Pine lumber beam at 13 on center with S.S. '/" x 1-1/1", 2 z.No.2 1 t 13"O.C. s. Sill: Panels were mounted at 13"O.C.with washered win southern woodlags. y g g nuts onto Pine Lumber _ stainless steel, '/"-20 x l" machine bolts trapped into an aluminum reverse f _ O Wash-red track. This reverse(angle was secured to a No: 2 Southern Pine lumber beam U.. 1Aln9 nut r„ at 13 on center with S.S. ''/4" x 1-3/4wood hags. y�t3"O.C. Static Wind Loading/Manner of'Testing:In accordance with FBC 2001, CLEAR ' PANEL TAS 202-94,CRITERIA FORTESTING IMPACT&NON IMPACT LENGTHACT RESISTANT BUILIDLNG ICNVEI.®PE COMPONENTS LYSING ITNIF+®RIVI Reoerse t- Aluminum _`: t�Vashered STATIC AIR PRESSURE: Loads were applied to the specimen(30 second F-Angle Wiingnut I=�~ 93"O. duration)at levels specified by the client's Consulting Engineer. Polyethylene f r .W _ C. _ film(2 mil)and tape were used to seal air leakage during loads these were used onto in a manner that did not influence the results. Gauges were mounted along theV4+oad Lag S. `` l/ `°-20 x l" 7/4°'x 1-3/4"J1 Machine centerline of the specimen's primary span to record deflections. Deflection r�,13.00•,0, 2..Mo.2 Bolt S.S. southern readings follow: Pine Lumber Wind Load Data: Specimen D3 Top Center Bottom NET Gross Load Load Defl'n Defl'n DefPn Defl'n Defl'n Defl'n Defl'n Defl'n Percent Pei-cent PSP' in I20 at Load at Load at Load at Load at Load at Load at Load at Load Recovery Recovery 0.0 0.0 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 NA NA (31.2) C.0 0.094 0.000 1.750 0.000 0.000 0.000 1.703 0.000 100.0% 100.00/0 (62.4) 12.0 0.188 0.000 2.938 0.000 0.000 0.000 2.844 0.000 100.0% 100.0010 (93.6) 18.0 0.313 0.000 3.875 0.031 0.031 0.000 3.703 0.031 99.2% 99.2% (109.2) 21.0 0.344 0.031 4.344 0.063 0.063 0.031 4.141 0.031 99.2% 98.6% (124.8) 24.0 0.406 0.063 4.844 0.125 0.125 0.063 4.578 0.063 98.60A 97.4% (140.4) 27.0 0.4.-8 0.094 5.344 0.188 0.188 0.094 5.031 0.094 98.1% 96.5% (145.6) 28.0 0.500 0.125 5.500 0.250 0.250 0.125 5.125 0.125 97.6% 95.5% (150.8) 29.0 NR NR NR NR NR NR Shear F.dlure at-27-1/2"1120,at sill,Ist&2nd panel overlap,torn from fastener. Reports pertain to the samples tested only and may not be repoduced without permission. Copy 4 04-009 FE FEC : 19 July 2004 : Page 11 o / e i i� 7100b CONSTRUCTION TESTING CORPORATION 13873 N.W. 19th Avenue Miami, Florida 33054 Phone:305-685-6657 Fax:305-685-6659 Email: ctclab@bellsouth.net Report No:04-009 FE FBC 19 July 2004 'gest Dates: 14,26,27&28 May,2 June&5 July 2004 Test Summary : Polycarbonate Hurricane Shutter Panels Client: Transparent Protection Systems, Inc. 6643 North 42n`l Terrace West Palen Beach,FL 33407 Phone:888-447-8320 Fax:561-844-2445 IWACTS : Specimens A,13,C,11, Sample A Sample B Sample C Sample D2 1?,13&14 were impacted in Impact&Cgcle Impact&Cpcle Impact&Cycle Wind- -17- L accordance with FISC 2001 TAS 201- F: 0°`�`r ®E`r ® Fr 94. None failed as a result or large missile impacts. 144' 140" 144' 140" 144' 138" 144' 140" CYCLIC WIND LOADS Specimens A, Ii &. C were subjectedr r r to cyclic wind loads in accordance with 1gF , 1'u [�F FBC 2001 TAS 203-94. All specimen 4-41-4— 41-41u+ -41 - 4-41-+ successfully Impact Sample I2 Impact completed the cyclic wind Sample 11 Sample 14 loads to verified a Design Load of +/- Impact Sample I3 GC� 39.0 PSF. ©� , ©. Impact 60' SIE WIND LOADS : Specimens D1.1, ,I �r D1.2,D1.3,D1.4,D2&D3 were 120- 11F- 103' SIE 100- $4 _ 4-41 subjected to static wind loads in accordance with FIC 2001 TAS 202- �� r jar. Sample D3 94. Specimen were tested to failure, 41+ �-41' —ill 41. Vind- E1 ,_ Wind- these failures are described folloiAng 1® Fr the relevant data. so- 5s- &.r. CONCLUSION: Following testing -41.1 all specimen were disassembled. No failures were obsen ed in the shutters. Sample 131.1 Sample 131.2 Sample 131_3 Sample DLA the fastenings of anchorages. The Wind+ Vind- Vind- vind- shutter product was tested in ®F: F � F El shutter accordance with and meets the requirements to comply with Florida 84•• so" s4' $a•' s4•' so•• s4•• s0" Building Code 2001,Sections 1606, � ��r� ` ~r� `I ��r� ` ��r flC>49& 1626. ® 41 41--}—�c� 'ic-41 RespectfullY miffed, CO ITC Q TESTING CORPORATION (Miami- ade Cel icat o # 1 0924.04) Relmd by George l3otzler: �.- Tes%irdtnessed&repoer r 4eived Ist� €'atrril G.Kuri, PE.:. r n Reports pertain to the said d . WQ%A L roduc without permission. Copyright 2004 04-009 FE FBC : 19 July 2004 : Page 12 of 12 Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_lst.aspx VA BOTS Home Log In i User Registration j Hot Topics S Submit Surcharge i Stats&Facts j Publications FBC Staff BCIS Site Map I Links Search dZ Pori c Product Approval 1165 USER:Public User Product Approval Menu>Product or Application Search>Application List Z Search Criteria Refine Search Code Version 2014 FL# 11398 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model,Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results-Applications FL# Type Manufacturer I Validated By Status FL11398-R3 Revision Town and Country Industries, ORLANDO L. BLANCO,P.E. Approved History Category:Shutters (305)510-8531 Subcategory:Storm Panels *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: Credit Card Safe 1 of 1 04/12/2017 01:35 PM Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl.aspx?... O BOTS Home Log In I User Registration i Hot Topics , Submit Surcharge Stats&Facts E PublicationsFBC Staff BCIS Sit.Map Links Search Product Approval USER:Public User Or Product Approval Menu>Product or Application Search>Application List>Application Detail � �@ FL# FL11398-R3 r. Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Town and Country Industries, Address/Phone/Email 400 West McNab Road Ft. Lauderdale,FL 33309 (954)493-6551 tomj@tc-alum.com Authorized Signature Tom Johnston tomj@tc-alum.com Technical Representative Thomas B.Johnston Address/Phone/Email 400 west McNab Rd. Ft.Lauderdale,FL 33309 (954)970-9999 tomj@tc-alum.com Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Storm Panels Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed John W. Knezevich the Evaluation Report Florida License PE-41961 Quality Assurance Entity National Accreditation&Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By ORLANDO L.BLANCO,P.E. Validation Checklist-Hardcopy Received Certificate of Independence FL11398 R3 COI CERTIFICATE OF INDEPENDENCE SS.pdf Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 1 of 2 04/12/2017 04:32 PM Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl.aspx?... Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/28/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/04/2015 Date Approved 06/22/2015 Summary of Products FL# Model,Number or Name Description 11398.1 050&0615 STORMLOCS PANEL 2"X 12"ALUMINUM STORM PANEL Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL11398 R3 II KC150107 Rev 0 SS.pdf Approved for use outside HVHZ:Yes Verified By:John W.Knezevich PE 41961 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See Span Schedule Sheet 2 of installation drawings. FL11398 R3 AE KC Evaluation Report 150107.Ddf Created by Independent Third Party:Yes Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: z.. W 09 im Credit Card Safe 2 of 2 04/12/2017 04:32 PM CONSULTING CERTIFICATE OF INDEPENDENCE 1. Knezevich Consulting, LLC does not have,nor will it acquire,a financial interest in any company manufacturing or distributing products it evaluates. 2. Knezevich Consulting, LLC is not owned,operated,or controlled by any company manufacturing or distributing products it evaluates. 3. John W. Knezevich, PE does not have,nor will acquire, a financial interest in any company manufacturing or distributing products it evaluates. 4. John W. Knezevich, PE does not have,nor will acquire, a financial interest in any other entity involved in the approval process of the product. Prepared by: �ieicEa Ctinsultitg§.LLC n W ezevich, PE resident `- ;;'I�Iarc�i�2,f2015, �FL' iGense.No.PE 41961 FL CA,`No.•27988 FBC Organization ID No.ANE1754 1600 South Federal Highway,Suite 961;Pompano Beach,Florida 33062 T:954.772.6224 F:954.320-6451 LIMIT ONE HALF PANEL PER OPENING i o 2.02" 2.02•' 1.05"7,p',• �I----{ 1 2.02• .07" o •,�.0N6�2" 2.250" .o. N .060 "3.00"MAX. 2250 Z HJNFdZ�"gaE 1.05"MIN. { { (TYP. �T�Y c o2250' 94 , n5-0 12 .094 0094"T .094 101" .0794"07: 'W . uoMLL g SEE NOTE SEE NOTE . 4 n No.12 o omNo.12 .7• 1 m0 062- 0, Eam12.00"COVERAGE 250x.06 • 2 375" 00 • AlBo14.375" 8.332" o302.02.020a. V" "LL COVERA O STORM PANEL 1a HALF STORM PANEL O"h"HEADER 'U"HEADER 3a BUILD-OUT"U"HEADER o Wa m SCALE.3"=1'-0" SCALE:3"=1'-0" SCALE:3"=1'-0'• SCALE:3' =1'-0" SCALE:3"=1'-0" z S a 1/4-20 MACHINE /4-20 MACHINE CREW @12" SCREW(6112"O.CN TUD UD 1/4-20 MACHINE 1.525" 3.385"MAX. CTION MAY DIRECTION MAY SCREW F�12"O.C.(STUD886886"BE REVERSED) P D S CTION M Y OIRECT ON MAY 177"oBE REVERSED) 125"TYP. •375"R .524" 24•• .092" z *DIRE 25"T P. r 1'• 091"TYP. N y //77 in .090" in .090" (TYP.) 65". SSo'� w= I 50" .50" W a g 1 N 91•' u1.215 2.00"MIN. 2.00.. o _- .060,. ci .313" 090" 090" - x W 5.00"MAX. ,-.632" �`+ .315„R YM 377" S z K u s<� OSTUD ANGLE O STUD ANGLE STUD ANGLE sYM. Toa a y or �: _T l SCALE:3"=1'-0" SCALE:3"=1'-0" 4b 1.00-MIN. ¢ y �� -9- SCALE:3"=1'-0" 5.00"MAX. z _ a ERA.NOFES: DANGLE OC-TRACK(FINISH) 8a C-TRACK O BUILD-OUT F-TRACK s o z �2' THESE EVALUATION DOCUMENTS REPRESENTASHUITER SYSTEM ANALYZED AND TESTED IN ACCORDANCE WITH THE STH SCALE:3"=1'-0" SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE _.:: m b•a EDITION(20141 FLORIDA BUILDING CODE FOR USE WITHIN AND OUTSIDE OF THE HIGH VELOCITY HURRICANE ZONE fHVHZI. PRO OU PERFORMANCE TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201,TAS 202,&TA5203 AND THE STE IS ,376" 790,376" LARGE MISSILE IMPACT RESISTANT. ,190 ww.563"� myDETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCINGTHESE DOCUMENTS IN ACCORDANCE c ca cWITH ASCE 7-10 ALLOWABLE STRESS DESIGN.CALCULATED WIND LOADS SHALL BE MULTIPLIED BY THE LOAD FACTOR 0.6 BEFORE REFERENCING THESE DOCUMENTS. •440"FOR WIND LOAD CALCULATION IN ACCORDANCE WITH ASCE 7-lO,ADIRECT10NAlfI1'FACTOR OF KD�.BS MAY BE USED. 13".452"655" 13" .465" .655" mNO ALLOWABLE STRESS INCREASE I5 UTIUZED IN THE DESIGN OF THIS SYSTEM;HOWEVER•AWIND LOAD DURATION FACTOR OF =CD=1.3315 USED FOR SCREWS DESIGNED PER NDS. n THESE EVALUATION DOCUMENTS ARE GENERIC AND DO NOT INCLUDE INFORMATION PREPARED FOR APPLICATION OF THIS •? r 0.090"(TYP.)SYSTEM TO A SPECIFIC SITE. 0.090"(TYP.) .o a z THESE EVALUATION DOCUMENTS ARE THE INSTALLATION INSTRUCTIONS PORTION OF A PRODUCT EVALUATION AND SHALL ONLY N W W BE USED WITH THE CORRESPONDING PRODUCT EVALUATION REPORT.USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY -------� o o r (20 GA.GALV.STEEL GR 40 WITH04APTER 61GLS23 OFTHE FLORIDAADMINISTRATIVE CODE. 88„ OR 0.050'fi063-T6 ALUM) THESE EVALUATION DOCUMENTS ARE SUITABLE TO BE APPLIED BY THECONTMCTOR PROVIDED THE CONTRACTOR DOES NOT 2.00" Z s DEVIATE FROMTHE CONDITIONS DETAILED HEREIN ANDTHECONTRACFORVERIFIESTHATTHE EXISTING STRUCTURE DOES NOT LEG IDRECTION (ZAMAC3 ALLAY) KEYHOLE �? DEVIATE IN EITHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES DETAILED HEREIN. O WASHER ANY MODIFICATIONS OR ADDITIONS TO THESE EVALUATION DOCUMENTS WILLVOID THE EVALUATION DOCUMENTS. P TRACK F"ANGLE-TRACK WING NUT D. WHEN SITE CONDITIONS DEVIATE FROM THE EVALUATION DOCUMENTS,THE BUILDING OFFICIAL MAY REQUIRE THATSITE 8 SCALE:HALF SIZE 8a 9 SCALE:HALF SIZE SPECIFIC DOCUMENTSIUSTIFYING THE DEVIATION BE PREPARED,SIGNED,DATEDANDSEALED BYA LICENSED ENGINEER OR SCALE:HALF SIZE SCALE:HALF SIZE REGISTERED ARCHITECT. WIDTH UNLIMITED c 1. EACHPANELOFTHEASSEMBLY SHALL BE PERMANENTLY LABELED AT ASPACING NO GREATER THAN 3VON THE EXTERIOR FACE WITH THE FOLLOWING MINIMUM INFORMATION: (PERPENDICULAR TO TOWN&COUNTRY IND. PANEL SPAN) - w FORT LAUDERDALE,FL TOP MOUNT lLVLl'E TAS201,202&203 TYPICAL SECTIONS ° m 9<B UIRGE NSISSIIE -- Wl--FBCAPPROVAL NUMBER2 ALUMINUM STORM PANELS SHALL BE 3004-H34 OR 5052-H34 ALUMINUM ALLOY WITH MINIMUM THICKNESS AS SPECIFIED IN THE APPLICABLE SPAN TABLES. \ E zg�3.ALL EXFRUSION SHOWN SHALL BE 606376 ALUMINUM ALLOY,U.O.N. W �\ /� 1.00" 7UNT w=4. ALLBOLTS STUDS,AND WASHERS,EXCLUDING INSTALLATION FASTENERS,SHALL BE STAINLESS STEEL WITHAMINIMUMTENSILE mPLAN I �aQ 5.TOPANDBO OM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE.PANELS MAYBE MOUNTED HORIZONTALLY a H-, VIEW \ 650" ri Wer WHEREAPPUCABLE H&U HEADERS MAY NOT BE USED FOR HORIZONTAL MOUNTING CONDITIONS. E I I I =L 6.TRACKS MAY BE REMOVABLE PROVIDED REMOVABLE ANCHORS ARE USED. 0: YHOLES jT' 7. IF PANEL OVERLAPS OPENING BY 1.5 TIMES THE GAP BETWEEN THE WALL AND PANELNO 51 DE CLOSURES ARE REQUIRED. � \\ ---' �, Lmax.,SEE STORM PANEL SPAN iG&4 ),�IV,`KAe>L¢ykh B. PROVIDE SEALANT AROUND PERIMETER OF COMPONENTS IN CONTACTWITH STRUCTURE TO PREVENT WATER INTRUSION w BEHIND COMPONENTS. 0 7 /" ''\ SCHEDULE-TABLE 1 t4� PPrr 0 c l u1 In /•: 315"0 wK� "a `$'•y+°.L}z f«' '�a to / / I' .5.. TYPICAL HORIZONTAL ELEVATION ,650"0 /• SCALE:1/4"=1'-0" .•4 ,„04/28/1. 12" _ - WYHOLESLOT • �-•� ~10:is NCLTED. Q Drawn b : ARV TYP. BOTTOM MOUNTQ �ItY v a'+ Date:..04/10/2015 TYPICAL VERTICAL ELEVATION 9� f G F ly. -OnWAI M,,11�r� SCALE:1/4"=1'-0" TM1rr17��V7' HURRICANE PROTECTION e"I 5f'sheetl.of8 Lments and Settings\MCantO\My Documents\Google Drive\MIDI_Projects_Cad\OB 3WKnezevich\CAD2015\02_KC150107 T&C%ROsub\KC150107-M.dwg,4/24/2015 12:01:40 AM,Ledger,1:1.02337,www.MiDisparabe.com Z O s � TABLE 1:PANEL SPAN SCHEDULES TABLE 2:MINIMUM SEPARATION FROM GLASS SCHEDULES °'' LLI �Eg- 0.050 ALUMINUM PANELS 0.0615 ALUMINUM PANELS 0.050 ALUMINUM PANELS 0.0615 ALUMINUM PANELS POSITIVE ORPOSITIVE MINIMUM SEPARATION POSITIVE MINIMUM SEPARATION W c L max. L max. POSITIVE OR L max. L max. UeP ¢ NEGATIVE FOR FOR NEGATIVE FOR FOR ASD SHUTTER FROM GLASS ASD SHUTTER FROM GLASS E2 ca Z =«LL c ASD POSITIVE NEGATIVE ASD POSITIVE NEGATIVE INDLOA SPAN INSTALLATIONS INSTALLATIONS INDLOAC SPAN INSTALLATIONS INSTALLATIONS V�' WINDLOAD ASD ASO WINDLOAD ASD ASD •W' L• 530' >30' •W• 'L' 530' >30' s= ® W W' 'W' PSF ABOVE GRADE ABOVE GRADE PSF ABOVE GRADE ABOVE GRADE v�- N •3 m WINDLOAD WINDLOAD WINDLOAD WINDLOAD (PSF) PSF) 72" 3" 1-3/8" 72" 3" 1-1/2" 23 144" 144" 27.5 144" 144" 30 1041• 3" 2" 27,5 104" 3" u° 25 141" 144" 30 143" 144" 135" 5" 3-1/4" 144" 4-1/8" 3-1/8" 3 c�a ® •ham 72" 3" 1-1/2" 72" 3" 1-1/2" 30 1 1351• 144" 35 1 138" 144" s c 35 130" 144" 40 133" 144" 40 104" 3" 2-1/8" 40 104" 3" 2" 's 126" 5" 3-1/4" 133" 4-1/8" 3-1/4" ym W 40 126" 143" 45 129" 144" 72•• 3•' 1-1/2" 72" 3" 1-1/2" o w z n 45 122" 135" 50 126" 139" 50 104" 3" 2-3/8" 50 104" 3" 2-1/4" 50 119" 128" 55 123" 132" 119•' 5" 3-1/4" 126•' 4-1/8" 3-1/4" 55 116" 122" 60 120" 127" 72" 3" 1-5/8" 72" 3" 1-5/8" �r 60 111" 117" 65 118" 722" 60 104" 3" 2-5/8" 60 104" 3" 2-3/8" h w 00 >' a 111" 5" 3" 120" 4-1/8" 3-1/4" 3 z �o Q 65 107" 112" 70 116" 117" 70 72" 3" 1-5/8" 72" 3" 1-5/8" i co =3 70 103" 108" 75 113" 113" 103" 3" 2-3/4" 70 104" 3" 2-5/8" c 75 96" 104" 80 109" 109" 72" 3" 1-5/8" 116" 4-1/8" 3-1/4"so 80 90" 99" 85 106" 106" 90" 3" 2-1/4" 72" 3" 85 84" 93" 90 102" 102" 60" 3" 1-1/2" 80 104" 3" 2-3/4" c? u7 �p 90 80" 95 96" 9fi'• 90 80" 3" 2" 109" 95 75" 83" 100 91" 911• 100 60" 3" 1-1/2" BO 60" 3" 1-1/2" i o ad g 72'• 3" 1-3/4" 102" 3" 2-7/8" c 0 3: 100 72" 79" 110 83" 83" 48" 3" 1-3/8" 60" 3" 1-1/2" o $ 110 65" 72" 120 76" 76" 710 65" 3" 1-5/8" 700 91.' 3" 2-3 120 60" 66" 130 N.A. 70" 120 48" 3" 1-3/8" 110 48" 3" 130 N.A. fit" 140 N.A. 65'• 60„ 3" 1-1/2" B3'• 3" 2-1/8" •y, 48" 31 140 N.A. 56" 150 N.A. fit" 720 76" 3" 750 N.A. 52" c 0 m TABLE 1&2 NOTES, d 1.SEE SECTIONS FOR SHUTTER SPAN DEFINITION. 2.ASD WIND LdAD CHECK THE MAX SPAN FOR EACH AND USES THE LESSER OF THE TWO VALUES. 3.FOR DESIGN LOADS BETWEEN TABULATED VALUES,USE NEXT HIGHER LOAD TO DETERMINE ALLOWABLE SPAN. 4 LOAD AND SPAN 2EPROJECPOSITIVE SPAN TO DETERMINE,MINIMUMITIVE SHUTTER SEPARATION FROM GLASS. �.�"aa� �. -d-MvIch EM 7ma'apt• .. .., ?'�°i„ +';n ety _^ -04/28/) " a le: AS NOTED, Drawn b: -ARV., O Q ti tip Date:A3 1R 20 D Wig N XC150107- HURRICANEPROTECTION `` 8I"sheet2,ofB iments and Settings\MCantu\My Documents\Google Drive\MIDI Projects-Cad\08-]WKnezeNch\CAD2015\02-KC150107 T&C\RO-sub%C150107-02.dwg,4/15/2015 11:50:03 AM,Ledger,1:1.02339,www.MiDL4mrate.com EXISTING CONCRETE, EXISTING CONCRETE, o HOLLOW CONCRETE BLOCK OR HOLLOW CONCRETE BLOCK OR EXISTING CONCRETE, OPTIONAL LEG DIRECTION 3 o m WOOD FRAMING WOOD FRAMING HOLLOW CONCRETE BLOCK OR CONNECTION TYPE WOOD FRAMING CONNEC710NTYPE C3FEREN EA TYPE REFERENCE CONNECTION W o REFERENCE ANCHOR REFERENCE ANCHOR (TYP.TOP AND BOTTOM y J a u REFERENCE ANCHOR o,� fi MB. SPACING SCHEDULE FOR MAX. B'•� SPACING SCHEDULE FOR MAX. SPACING SCHEDULE FOR MAX. F (D F�E- ry 1/4"MAX. - - - Q. EQ. ,ri W Z 8 E /2" 2 1/4"MAX. w `, ar `;� S 1/4"MARM � of �E%+-� W O 5,4 tzq J r W O W W z C N �A Z•my WW 2.ti,I.. 2 J J r C V/fOQa a"I �'I:S::,'•� Q m �'{ a G Lw7 F• �.f' 3 W W m o U uO1 a=1 EXISTING a M p Z c a =-. N GLAZIN 1 F• EXISTING 1 ¢ w y:i a s v 6 V"'+a ,8.: SEE MIN. o w GLAZIN SEE MIN. �'w s,,.1• 1 H _EH ®� a STORM PANEL f.J :^o 0O W "o W_�q;r. SEPARATION w 7 STORM PANEL �u w J � S� FROM GLASS w p SEPARATION N EXISTING N p w GLAZING SEE MIN. p z- TABLE 2 W= FROM GLASS w w N u TABLE 2 A z STORM PANEL w= c~ x in a SEPARATION u z o $ m Z a FROM GLASS IA x J a TABLE 2 E¢ a o J OWALL MOUNT SECTION OPTIONAL TOP MOUNTING O BUILD-OUT MOUNT SECTION J a' o w g SCALE:3"=l'-0" O SCALE.3"=l'-0'• SCALE:3"=1'-0" m c m d le a EXISTINGS z " o 2 GLAZING J� a y O �`. _a SEE MIN. w w STORM PANEL SEE MIN. SEPARATION XISTING STORM PANEL ¢Q z � 3 FROM GLASS GLAZING SEPARATION TABLE 2 ¢M FROM GLASS TABLE 2 i o z �" 1 EF' 'tc 1is 9 W f3 VIi 7 r�i, &o ow 01- 3c �� 44 MAYBEV)'O c�a t4:3 p� :'� '�zYd u: c EVERSE H= zy m 4- 4 c� 1f.�^vr F k--a wW . l79wz oC MB v T wo L E¢ Wa vi r' 9 to f J ILzz F:¢aB i`� /4•'MAX.C1 CONNECTION TYPE CT CON ECTION TYPE5 REFERENCE ANCHOR REFERENCE ANCHOR - _� 1•. 1••Ot�D1ECIlONTYPE 1/4"MAX. SCHEDULE FOR MAX. SCHEDULE FOR MAX. �,� 1/4-20 MACHINE BOLT*1111 SPACING SPACING .r.3 LOCK NUT 12"O.C. z REFERENCE ANCHOR o OPTIONAL (TYP.TOP BOTTOM) SCHEDULE FOR MAX. EXISTING CONCRETE, v SPACING HOLLOW CONCRETE BLOCK 0 Cl CON ECTIONTYpE LEG DIRECTION WOOD FRAMING.SEE DETAILI) REFERENCE ANCHOR OWALL MOUNT SECTION SCHEDULE FOR MAX. y SCALES 3'•=T-o•' OE s ALD.Our SECTION SPACING O BUILD-OUT MOUo NT SECTION w EXISTING CONCRETE, m EXISTING SEE MIN. HOLLOW CONCRETE GLAZING STORMPANEL BLOCK OR WOOD EXISTING TENER 6"O.C.OR SEPARATION ,(�, FRAMING GLAZING FROM GLASS EDG CONNECTION TYPE w W Y'O.C.,BUT DO NOT TABLE 2 Z-� 'EED ANCHOR DIST. REFERENCE ANCHOR ¢m IEDULE SPACING. m Q b SCHEDULE FOR MAX. a¢ (\Il ~ REMOVABLE ANCHOR J R SPACING O QC 'H KEYHOLE WASHER W w _ j SEE MIN. ANCHOR WITH WINGNUW 44 T z m `••. `.,•..=� '•'f+•�1 MAX. STORM PANEL 1 H SHER.LOCATE FASTENER SEPARATION w 7 HURRICANE PROTECTION , (ARROW PORTION OF a¢ p ti imvlch HOLE WASHER 1 E~ EXISTING W W FROM GLASS w w 461 1OYNECTIONTYPE m W GLAZING 3 Z m TABLE 2 4 4 i7 nsS,}vEo ERENCE ANCHOR I-J ¢¢ 9 x a'° 4s; " "•„. a IEDULE FOR MAX. �;y,{. �n o a E- q Z w :• r t"%x."- 4CING W ...?'zc.q W w ¢ J a to= O w to a x= STORM PANEL 1 x 13 1/4"MAX. r E¢ SEPARATION w w 6�4�Zg�1 .�:. a FROM GLASS �n= CtODNNECIIONTYPE HOR B.f TABLE 2 Z E\ SCHEDULEFORMAX. r t Drawn b: •ARVs " E¢ SPACING 'w .;+ Da e: 020 ODIRECT MOUNT SECTION CEILING CEILING MOUNT SECTION J O FLOOR MOUNT SECTION € �•11�tM„„-f SCALE:3"-V-0" SCALE:3"=T-0" SCALE:3"=1'-0" •V'sheet3of8 iments and Settings\MCantu\My Documents\Google Drive\MID(-Projecls_Cad\OB JWKnezevlch\CAD2015\02-KCI50107 T&C\RO-sub\KC150107-03.dwg,4/15/2015 11:51:31 AM,Ledger,1:1.02336,www.MiDNparate.mm ClREFERENCE ANCHOR CONNECTION TYPE z c =(� Z m .y c d� SCHEDULE FOR MAX. <m = o J fim SPACING O a s 2"x 5"x 1/8"CONT. m o'� V N u 8 H ALUM.STUDDED ANGLE F s B- ® �Oa , o_ i W/1/4-20 STUDS m �.a lams E EXISTING O w (�12"O.C. 9 w ui W , Z g• 81 PING CONCRETE, ~J m m c� W E'"3'u . �r •, GLAZIN U)O -'^ N 6 W t OW CONCRETE BLOCK OR F }.r w w E FRAMING m �:'t z J SEE MIN. 1 w= e a z a Z�m;r .TOP AND BOTTOI x a m STORM PANEL g u c C ti w E •4 g o.Q SEPARATION g m c'o Oma ¢ FROM GLASS z 1 it U.A- o w TABLE 2 J a a s u�a=ry EXISTING w w %4"MAX. REFui �ERENC NCHOR o he 00 uN,NNECrION a GLAZIN Uwj= -1/2' 2" �•- �l SCHEDULE FOR MAX. W ZLL 1 u CTpNTYPE MIN. I $ SEE MIN. x z 1' 1REFERENCE ANCHOR SPACING Y a •°, STORM PANEL m z E SCHEDULE FOR MAX. c �~ SEPARATION a "k SPACING i o $ EXISTING CONCRETE, FROM GLASS ur XISTING CONCRETE, x m TABLE 2 HOLLOW CONCRETE BLOCK OR HOLLOW CONCRETE BLOCK OR o's WOOD FRAMING WOOD FRAMING P TRACK MOUNT SECTION FLOOR MOUNT SECTION o W tm W a O SCALE.3"=T-0" O SCALE.3"=1'-0" L BUILD-OUT SECTION Z 0SCALE.3"m1'-0" om a da 1"x 2" w w EXISTING z " 2 x 0 055"6063-T6 STORM PANEL s STING CONCRETE, 2"x 4" a m GLAZING oz m a E2 O LOW CONCRETE BLOCK OR 2"x 5" ALUM.TUBE SEPARATION ¢ F- Q 1 (L SEE MIN. uta DD FRAMING gMg b CONNECIION7YPE FROM GLASS f~ STORM PANEL ww REFERENCE ANCHOR TABLE 2 K SEPARATION NJ w o,. SCHEDULE FOR MAX. FROM N j TABLE 2A55 4 y xQ o c a �. SPACING w w �I{�'/�, 4 w W 1 E a= c� J 88a Q &a v O w /2" 1/4"MAX. o'-^ S 4 b S u u1/4" 1413l7y x MAX. zy sa3oN. Q 1/4-20 S.S.BOLT c" o yaN„-Y i z Jm v a .�N '; &NUT @ 11"O.C. a s w N •a; DOUBLE 2"x 5"x 1/8" W W EXISTING 1 g C1 COHA1EQpPI TYPE 1/4"MAX. W CONT.ALUM.�A ANGLE �W o v PE GLAZIN SEE MIN. O w EM b SCHEDULE FOR MAX.REFERENCE ANCHORw REFERENCE AN a z STORM PANEL j O 1' SCHEDULE FOR MAX. y w N SPACING z SPACING _S SEPARATION O A r" _ FROM GLA55 w W 1"x 2" f TABLE 2 tA W 2"x 2" x UI :4" x 0.055"6063-T6 ALUM.TUBE m z 2"x 5'. EXISTING CONCRETE, E Q- E J WALL MOUNT SECTION INSIDE MOUNT SECTION HOLLOW CONCRETE BLOCK O WALL MOUNT SECTION ON SCALEi 3"=1'-0"@ OR WOOD FRAMING w M SCALE:3"=1' SCALE:3"=1'-0" ONE 1/4"Ox MIN.5"LONG o WOOD ROOF TRUSS WOOD LAG SCREWS a TWO 1/4'Ox MIN.4'LONG STAINLESS STEEL THREE 1/4"Ox MIN.4" OR FRAMING MEMBER 1-1/2"1-1/2" 24"O.C.MAX.WITH > EXISTING WOOD LAG SCREWS(®24"O.C.MAX.WITH LONG W000 LAG SCREWS C� WOOD FG 1-3/4"MIN.EMBEDMENT INTO EXISTING STUDS 24"O.C.MAX.WITH 1-3/4" EXISTING STUCCO 2-1/2"EMBEDMENT 1"x 4"x 1/8"x CONT.ALUM. EMBEDMENT INTO WOOD FINISH OR PLYWOOD i 0, INTO WOOD MEMBER MEMBER 5 1/2•• a TUBE WOOD ROOF TRUSS SOFFIT = TWO 1/4"Ox MIN.4"LONG #14 x 3/4" 1-1/2"1-1/2" OR FRAMING MEMBER O TYP S TEK SCREW HALL BE PERPENDICULAR EXISTING w WOOD LAG SCREWS '' 4 4 4b (�8"O.C. E O THE PANEL FACE GLAZIN W I I I I [to 24"O.C.MAX.WITH :{ W 1/4'MAX. ,EMBED. INTO WOOD MEMBER XISTING STUCCO BEDMENT 1/4" �ti w w FINISH OR PLYWOOD d <to I �I I I SOFFIT 1"x 4"OR 1"x 6" _ MLL X' � ;y lftuvich 2' w CL 1/4" 062"CONT.ALUM. 3 •, = u 9 Y~ ?:':.L{•'i•4� ' ,� -3 MAX. TUBE(6063-T6) #14 x 3/4" ?Lu a he+ >.` 'kCv �6r a a3 .1,• ¢ ' TEK SCREW ut '•4 ¢ "F! t SEE MIN.STORM ¢ Lm 12"O.C. °Do 'S 1 w 7 3 #14x 3/4" - d PANEL SEP.FROM r BETWEEN :MBEDMENT o 2"x 5"x 1/8" TEK SCREW w TRUSSES xX ."'. w w x CONT.ALUM. D.C. GLASS TABLE 2 mQ O < u ANGLE OR 4" € (sa 12" N EF OO BETWEEN mw tn x 1/4"x CONT. TRUSSES no" _J EXISTING m z ALUM.FLAT 1 x n - .. ale:-SAS NOTED, GLAZIN E¢ EE MIN.STORM m 0 _ ," r,. a EXISTING G Q &A4 rDra GLAZING PAGLASS TABLE 2J -~ Date:n.b 10 ORV' ^71N.STORM PANEL RATION FROM GLASS _ i -°nwa•e rm E 2 CEILING MOUNT SECTION BUILD-DOWN SECTION ;,� p, �tC154107 OBUILD-OUT SECTION ® O n P SCALE:3"=1'-0'• SCALE:3"=1'-0" HURRICANE PROTECTION SCALE:3"=1'-0" �'• '^''+si•s 6eMof8 imertts and Settings\MCantu\My Documents\Google Ddve\MiDi_Projects_Cad\OBJWKnezevich\CAD2015\02_KC150107 T&C\RO-sub\KC150107-04.dwg,4/15/2015 11:51:48 AM,Ledger,1:1.0233,www.MiDL%mrdte.mm o z OCK SYSTEM IN PLACE USE©OR 6 s 3 m gym$ WITH A THUMB SCREW ®WITH ,—y Z E GLASS OR OR TRUSS HEAD BOLT. 1/4-20 x 3/4" u3 W ' 2 g• 3 DOOR w w MACHINE SCREW 12 z-j WITH.675"x.675" N a W'° -'$ i MIN. 1 ¢ x.125"SQUARE 7RM PANEL a.¢ 1 SCREW HEAD z a N Z'mid` �ARATION ~ c c � Oma` 0 9 1/2"O.D.x 1/4"I.D.�c 3/1fi" IM GLASS K 6 6a NYLON BUSHING \ m e W usLL BLE 2 1/4-20 x 3/4" ¢ OR 1/4-20 S.S.NUT(TYP.)� v a '� UN. o y�7 MACHINE SCREW w WITH.675"x.675" QW-4 ¢ � ® � EfA1LL w V x.125"SQUARE 0�tn 1 X103 m w ' SCREW HEAD z o w o� j� a y _ < /16"I.D.AND ~ E o. 1/2"O.D.x 3/16" '� c~ th /� MINIMUM NYLON 3 BUSHING OR 1/4-20 z c $ w 1/16"' NUT(GALVANIZED) s MB. REFEERRENCCEOAN OR MIN. \ W w SCHEDULE FOR MAX. C-TRACK BLOW UPn SCALE,HALF SIZE Z XISTING CONCRETE, SPACING Q HOLLOW CONCRETE BLOCK OR C-TRACT m a WOOD FRAMING (ISOMETRIC IC%,q LY =o (ISOMETRIC VIEW) )NAL S z Be �W � OC-TRACK ASSEMBLY-INSIDE MOUNT NOTE USE OF DETAIL SHALL BE IN CONJUNCTION WITH AN 53 N.T.S. LOCATION a w O !i v S7 'h'HEADER OR'U'HEADER TOP MOUNT OF STUD c ~ SCALE,3"=1'-0" 3z � ��ga io SHUTTER OVERLAP SHALL BE apo A MINIMUM OF 1.5 TIMES THE z se a s SIDE CLEARANCE BETWEEN FASTENER 12"O.C.FOR DESIGN LOADS £ THE SHUTTER AND WALL LESS THAN OR EQUAL TO 110 P.S.F.&@ o c� o E 8'•O.C.FOR DESIGN LOADS GREATER 1/4" THAN 110 P.S.F.(SEE ANCHOR SCHEDULE c c a 3€ MAX. 1/4" FOR ANY ACCEPTABLE ANCHOR) W w 1/4"'!1 MAX. 1/4'•MAX. •'MAX a J.+ -R ., MAX. 1 ALUM.ANGLE 1 ASTENER[[��12"O.C.FOR ? a z UILO-OUT CLOSURE PIECE DESIGN LOADS LESS THAN OR DISTANCE T'x 2"x 0.125"MIN.TO EQUAL TO 110 P.S.F.b @ 8"O.C. r`Sia EXISTING CONCRETE, 2"x 5"x 0.125"MA%. FOR DESIGN LOADS G EATER13 1 ALUM.ANGLE - - CLOSURE PIECE HOLLOW CONCRETE BLOCK c THAN 110 P.S.F.(SEE ANCHOR 1"x 2"x 0.125"MIN.TO OR WOOD FRAMING. XISTING CONCRETE, w SCHED.FOR ANY ACCEPTABLE c HOLLOW CONCRETE BLOCK m ANCHOR) 2"x 5"x 0.125"MAX. XISTING CONCRETE, OR WOOD FRAMING.SEE "MIN w HOLLOW CONCRETE BLOCK ANCHOR SCHED.BASED OR WOOD FRAMING.SEE ON TYPE OF STRUC. ANCHOR SCHED.BASED ON TYPE OF STRUCTURE c WALL MOUNT CLOSURE DETAIL ©BUILD-OUT MOUNT CLOSURE DETAIL O TRAP MOUNT CLOSURE DETAIL c .m T7 SCALE:1-1/2"-T-O'• SCALE,1-1/2"=1'-O" SCALE,1-1/2"-T-O" m p ��p K W INDpI W HURRICANE PROTECTION EXISTING 1/4-20 S.S.BOLT 1 o- BAY WINDOW o- &BOLT&WINGNUT .'t I�^ IQJ1p[tQVlth O1 (m 24"O.C.(TYP.) 1/4-20 BOLT&W NGNUT It 24"O.C.(TYP.) 1/4-20 S.S.BOLT 20 GAGE STEEL b BOLT&WINGNU BENT PLATE (dt 24'•O.C.(TYP. 1 ~• OR 2"x 2'x 1/8" 1 20 GAGE STEEL 6063-T6 ALUM. BENT PLATE 1"OVERLAP =p 1 ANGLE 1"OVERLAP OR 2"x 2"x 1/8" r` 04/28/11 .^ 6063-T6 ALUM. •• 4„ BENT PLATE 4„ Y,. ,,c r _.,..; le: °;. NOTED MAX. MAX. .;° Drawn by: •ARV: 15 CORNER CLOSURE DETAIL (U-1 CORNER CLOSURE DETAIL CORNER CLOSURE DETAIL Date:. 1D 20 d'q:�,.,� ., d a e. SCALE,1-1/2"-1'-0'• SCALE.1-1/2"-T-O" SCALE:1-1/2"=1'-0" �' r• ,�'� "sheet5of8 tments and Setdngs\MCantuft Documents\Google Drive\MiDi_Projects_Cad\08JWKnezevich\CAD2015\02_KCI50107_T&C\RO-sub\KC150107-05.dwg,4/15/2015 11:54:11 AM,LetJger,1:1.02326,www.MiDLparatE.mm 5"LONG HANDLE o Ri RIVETED TO PANEL n CONmBCnOK rim y o X(3 m� REFERENCE ANCHORc o d. !♦ SPACING SCHEDULE FOR MAX. 1_2 3/8"�HOLE FOFM 3 =Z Jmo J 1 - 1•�_ FASTENING PANTE 0E PUNCH 1/2"x 1"HOLES IN --- ANCHOR SCHEDULE a I,a / Z8.81 ADJACENT PANELS TO RECEIVE ,• FASTENERMAXIMUM SPACINGENCHES)REOUIREDFORVARIOUS DESIGNLOADS ANDSPANS THIS BOLT W/PM NUT.PLACE - 0" m in w a W�y jao ,r, PANEL OVER EACH ADJACENT �`V _____ v �e �. p1� PANEL AND FASTEN WINGNUTS \ •• ________ x a N Z--.i - MAX SPANSUPTO SPAKSUPTO SPANS FROM THE INSIDE EMBED. r- a u�-.1,5 LOAD 5'-0" 9'-0- 12'-0" m o .. TYPE (PSF) g °�.,a MA!- ANCHOR N. (SEENOTE7) (SEE NOTE t) (SEE NOTE I) O \\\ ''[ONCRETE'BOLOCK s-i,g j SEE 9 TYP.�\\ NOTE1 CONNECTIONTYPE CONNECTION TYPE CONNECTIONTYPE (SEENOTES) (SEENOTES) (SEENOTES) How Y= a (MAK PAPfEL HEIGHT=7'-4'✓!MA)C DE4iGH UQ11D x77.00 P.AF.) rn = 0.75"Edge Distance a=c 1!2 u W C1 C2 C3 cs ct to ca c5 c1 cz C3 ci c5 t/4-zo x 1"MACHINE y®INTERIOR FASTENING ANGLE ASSEMBLY - o SCREW STUD WITH SCALE:1-1/2"=1'-0" z c $ 48.0 16 16 16 11 s 16 14 9 6 5 16 11 7 4 4 WASHERED WINGNUT(G i 12"O.C.(CONNECTS 62.0 16 16 13 8 7 1fi 1t 714 E16 5 3 3 TO ADJACENT PANEL) SAILS m W JU 76.0 16 16 10 7 6 16 9 5 3 3 1�9g 1/4"M SCREW OR THESE DETAILS DEPICT THEHANGER BOLT 90.01614s6 5 16 8 5 3 3 Illrrr CONNECTION OF THE LAST PANELM1N1.7SPENETMTION FOR AN OPENING WITH PANELS[N WORD WTTHG=0S5 120.0 16 10 6 a 3 16 B 5 3 3 WALL MOUNTED o INSTALLED FROM INSIDE.USE S E2 0 � 0.75"Edge Distance 5"x 2"x 1/8"x CONT. x 1-1/4" OF THESE DETAILS SHALL BE IN a�^ O v w STUDDED ANGLE WIDE NOTCHES CONJUNCTION WITH AN"h" C7 C2 C3 C4 C5 C1 C2 C3 C4 C5 Ct C2 C3 04 CS (SEE SECTION T) (TYP.BOTH SIDES) HEADER OR"U"HEADER TOP MOUNT. S �y 48.0 16 16 11 9 7 16 9 6 5 4 15 7 4 3 3 +E. 62.0 16 13 8 7 5 15 7 4 4 3 11 5 3 3 Z - V OPTIONAL INTERIOR FASTENING DETAIL OSOMEM0 o 1/4"I[AGG SCREW OR 76.0 16 11 7 5 4 12 6 3 3 � 11 5 3 ®N.T.S.LT y� a �E MIN 1.75 PENETRATION r48. 16 9 6 5 4 11 5 3 11 5 3 LL9 c IN WOOD WITH G=0.42 14 7 4 3 3 11 5 3 11 5 3 z y N a$°�' 0.75"Ede Distance ANCHOR SCHEDULE � �� C=! L �� 9 ANCHOR NOTES: z c a lel O FASTENER MAXIMUM SPACING(INCHES)REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS c o 0 C1 C2 C3 C4 CS Z! _7 C2 C3 C4 CS W W sA SEE SHEE78FOR ANCHOR NOTES. o J68 5 3 tj I Q i 4 LOAD SPANS UP TO SPANS IP TO SPANS UPTO5'-0" 9'-0- 12'-0' 3 rn ANCHORTYPE (PSF)BRASS WOOD SEE (SEENOTEI) (SEENOTEI) (SEE NOTE I) W//7I8°EMBED to NOTE1CONNECTION TVPE CONNECTIONTYPE CONNECTIONTYPETNWOOD YI[Tfl G w (SEENOTE3) (SEENOTE3) (SEENOTE3) v 0.75"Edge Distance 2"Edge Distance w C1 C2 C3 C41 C51 011 C2 C3 Oi C5 G1 C2 C3 CA C5 w C1 C21 C31 C41 C5 C1 C2 C3 CA C5 Ct I C2 C3 CA CS 48.0 16 16 16 16 16 16 16 11 13 10 16 13 6 10 7 48.0 16 16 11 16 11 16 10 6 9 6 15 7 4 6 4 - rn C O - 1� 62.0 1fi 14 9 12 9 16 7 5 7 5 12 5 3 5 3 62.0 16 16 15 16 14 16 13 8 10 7[16 10 6 7 5 #12 STAINLESS STEEL 76.0 16 11 7 10 7 13 6 4 5 4 11 5 3 5 31/4" ELCO PANf1MATE PRO OR 76.0 16 16 12 15 11 16 H 7 8 6 9 6 7 5 SMS W/2°EYEWA,,FEMALE ID W/STALGARD RNISH 90.016 18 10 12 8 16 9 6 7 5 9 6 7 5 ARMOR INSERT W//2° 90.0 16 8 6 8 6 11 5 3 5 3 11 5 3 5 3 OR STAINLESS STEELW/1.7/8°EMBED SCREWEMBED 1NIN WOOD W[TH G=0.55 120.0 1fi 12 8 9 7 16 9 67 5 9 6 7 5 GROUND BLOCK 120.0 15 7 4 6 4 11 5 3 5 3 11 5 3 5 3 0.75"Edge Distance Z w 4"Edge Distance W N ci C2 C3 04 CS C7 C2 C3 C4 C5 C1 C2 C3 C4 CS C7 C2 C3 C4 CS C7 C2 C3 C4 CS C1 C2 C3 C4 C5 �j-„--.--,- 48.0 16 16 12 12 8 16 11 7 7 5 16 8 5 5 4 f •.,,W,eswr 48.0 16 16$1616 16 16 16 13 16 16 16 15 9 16 12 Cl 620 16 16 16 16 15 10 16 12 16 11 7 15 962.0 16 15 9 9 7 16 8 5 5 4 13 6 4 4 3 76.0 16 16 16 16 12 8 16 10 16 11 7 14 9 614WOODSCREWOR 76.0 16 12 8 7 8 14 7 4 4 3 13 6 4 3 3 5/16"�TIWTAPCONXL 90.0 16 16 15 16 11 7 14 9 16 11 7 14 9 'IQttglCVlCh 8(410 5M5 80.0 16 1D 6 B 5 13 6 4 3 3 13 6 4 3 3 O W 2.25"EMBED INr •,W I.S EMBED IN `tLOcefls9WORD WITH G=0.55 120.0 16 7 5 5 3 13 6 4 3 3 13 6 4 3 3 V, ROUTEDBLOCK 120.0 16 14 11 16 11 7 14 9 16 11 7 14 9 1°"�" $Sa ,•,<"- ,.,��}p ,.� 0.75"Edge Distance w 2.5"Edge Distance "� "`> ,• - �` 77 W Ct C2 C3 CA C5 C1 Cl C3 CA C5 C1 G2 C3 C7I C2 C3 C41 C5 C1 C2 C3 04 C5 C1 13! CA CS 48.0 16 13 9 16 13 tfi 7 5 13 7 12 5 3 10 5 �. 48.0 16 11 7 9 6 13 6 4 5[fl10 3 � 62.0 16 10 6 16 10 12 6 3 10 5 9 4 7 4 ummuuma� r -oai2sn 62.0 16 8 5 7 5 10 4 3 4 3 7 3 76.0 16 8 5 15 8 10 4 3 8 4 9 4 7 4 r r le AS NOTED 814 WOOD SCREW OR 76.0 15 7 4 6 4 8 4 3 7 5/16"0 RW TAPCON 1(L 90.0 15 7 4 12 7 9 4 7 4 9 4 7 4 ~ S814.10 SMS W 2.25"EMBEDIN Drawn b: AR90.0 12 6 3 5 3 7 3 7 W/1.5°EMBEDIN GROUTED BLOCK 120.0 11 5 3 9 5 9 a 7 4 9 4 7 4 am "" I �. 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