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HomeMy WebLinkAboutproduct certification (2) Florida Building Code Online Page 1 of 3 771 a3 r'x r .fidx"{ rs r'� a A 11 - ^WNlu3 ,' �� .✓5 � C',i +'� ,„e a.a”• ae,£ .3 i i yfeL:k � mk + BCIS Home ; Log In User Registration ; Hot Topics Submit Surcharge j Stats&Facts Publications FBC Staff BCIS Site Map I Links Search b =; d-, r :; Product Approval �F , %USER:Public User Pro;inri Approval Menu>Product or honlication Search>(!tt Detai FL# Application Type Code Version 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 8 k es.com Authorized Signature Jens Rosowski jrosowski@pgtindustries.com Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis,FL 34275 (941)486-0100 Ext 21140 jrosowskf@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category oFixed Subcategory Compliance Method Certification Mark or Listing Certification Agency Miami-Dade BCCO-CER Validated By Miami-Dade BCCO-VAL Referenced Standard and Year(of Standard) Standard Year TAS 201,202,203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 09/07/2016 Date Validated 09/21/2016 Date Pending FBC Approval Date Approved 09/25/2016 http://www.floridabuilding.org/pr/pry app_dtl.aspx?param=wGEVXQwtDqu3mwFvZ35V... 6/21/2017 Florida Building Code Online Page 2 of 3 Summary of Products FL# Model,Number or Name Description 243.1 CA-640 Fixed(Non-Impact) Aluminum Fixed Window used with Casement/Awning Limits of Use Certification Agency Certificate } Approved for use in HVHZ:Yes FI-243_R19 C CAC 16-0629_70.p51f i Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date I Impact Resistant:No 04/11/2018 Il Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL.243 R19 11 16-0629.20.0df for product performance information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER I type,size,and spacing information. Created by Independent Third Party: I Evaluation Reports Created by Independent Third Party: 243.2 CA-740 Fixed(Large Missile Impact) Aluminum Fixed Window used with Casement/Awning Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FI-243 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 Acceptance(NOA) FL243 P.19 71 16-0629.22.odf for product performance information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 3 243.3 PW-220(Non-Impact) Aluminum Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL243 R19 C CAC 16-0505.03.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 08/18/2021 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL243 R19 II 16-0505.03.ddf for product performance information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 243.4 PW-520(Large Missile Impact) WinGuard Vinyl Fixed Window Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL243 R19 C CAC 15-0612.13.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 01/08/2019 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL243 R19 11 15-0612.13.1)df for product performance information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 243.5 PWI­620(Non-Impact) Aluminum Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL243 R19 C CAC 16-0629.13.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 02/19/2019 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL243 R19 II 16-0629.13.odf for product performance informatio orage detai , d anchor Verified By:Miami-Dade BCCO-CER type,size,and spacing inform ' n. Created by Independent Third Party: i Evaluation Reports Created by Independent Third Party: 243.6 IPW-720(Large Missile Impact) Aluminu in Limits of Use ifiL tin Agency Certificate Approved for use n HVHZ:Yes FL2C CAC 16-0629.14.odfApproved for useutside HVHZ:Yes Quaurance Contract Expiration D to Impact Resistant: s 02/Design Pressure:N/AInstn InstructionsOther:Please see the Mia '-Dade County Notic cceptance( OA) FL211 16-0629.14.ddf for product performance inform a details,and anchor Verified By:Miami-Dade BCCO-C type,size,and spacing information. ted by Independent T ' rty: Evaluatio Created by Independent Third Party: 243.7 JPW-820(Large Missile Impact) Aluminum Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL243 R19 C CAC 16-0629.14.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/19/2019 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL243 R19 11 16-0629.14.odf for product performance information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 243.8 PW-2720(Large Missile Impact) Vinyl Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL243 R'_9 C CAC 13-1125.04.ndf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 08/11/2020 Design Pressure:N/A I Installation Instructions Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL243 R19 II 13-1125.04.rydf for product performance information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER i type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 243.9 PW-3020(Large Missile Impact) jArchitectural Systems Aluminum Fixed Window Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL243 R19 C CAC 15-0609.06 LM.cdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 08/16/2017 http://www.floridabuilding.org/pr/P _app_dtl.aspx?param=wGEVXQwtDqu3mwFvZ35V... 6/21/2017 Florida Building Code Online I Page 3 of 3 Design Pressure:N/A Installation Instructions y Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL243 R19 11 15-0609.06 1 M:odf for product performance information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER ' type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: I 243.10 PW-3020(Small Missile Impact) Architectural Systems Aluminum Fixed Wiindow Limits of Use Certification Agency Certificate j Approved for use in HVHZ:Yes FL243 R19 C CAC 15-0609.07 SM.ndf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date 4 Impact Resistant:Yes 04/17/2018 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL243 R19 It 15-0609.07 SM.ndf for product performance information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER type,size,and spacing information. Created by Independent Third Party: 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_ ':9 C CHC 16-G62�.1_1,gdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 04/30/2020 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL243 2_9 I 16-G629.7,.;.ndf for product performance information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 243.12 PW-5440(Non-Impact) Vinyl Fixed Window used with Casement/Awning Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL243 R19 C CAC 16-0714.20.ndf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 09/24/2020 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL.243 R19 Ii 16-0714.20.ndf for product performance information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER k type,size,and spacing information. Created by Independent Third Party: I Evaluation Reports Created by Independent Third Party: 243.13 PW-5520(Large Missile Impact) Vinyl Fixed Window 1 Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL243 R19 C CAC 16-0629.i2.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date 1 Impact Resistant:Yes 04/30/2020 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL243 R19 ti 16-0629.12.odf for product performance information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 243.14 PW-5540(Large Missile Impact) Vinyl Fixed Window used with Casement/Awning Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL243 R19 C CAC 16-0714.19.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date { Impact Resistant:Yes 09/24/2020 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL243 R19 II 16-0714.19.odf for product performance information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.'Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emalis 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: W] ® cnecr Credit Card http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu3mwFvZ3 5 V... 6/21/2017 all MIAMI•DADE MIAMI-DADS COUNTY NNW 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 i 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 he ith the Florida Building Code,including the High Vel ' urricane Zone.- DESCRIPTION: Series `PW-701/720/820"Aluminum Fixed Window-L.M.I. APPROVAL DOCUMEN . in No. MD-720-820.1 ' w stallation Guidelines", sheets 1 through 11 of 11,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 e b ade County Product Control Section. MISSILE IMPACT Large and Small Missile Impact Resistant LABELING: Each unit(TING:s bear a permanent label with the rer'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#15-0528.26 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. 16-0629.1 MIAMI-DARE COUNTY x iration Date: February 19,2019 e APPr 16 ( Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 03-1105.01) 2. Drawing No. MD-720-820.1, titled"Fixed Window Installation Guidelines", sheets 1 through 11 of 11, 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 �) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system,Duraseale spacer system, Super Spacer®NXTTM spacer system and XL EdgeTM spacer system at insulated glass,prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega,P.E. 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked-up drawings and installation diagram of 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. 13-0502.03) 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)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of an aluminum fixed window,prepared by Fenestration Testing Laboratory,Inc., Test Reports No. FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan,P.E. (Submitted under NDA No. 03-1105.01) Man el Pe ez,P.E. Product Co trol aminer NOA 6-0629.14 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-5t' Edition (2014), dated 05/20/15,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. 15-0528.26) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their "Kuraray Butacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. for their "Kuraray SentryGlas® (Clear and White) Glass Interlayers"dated 06/25/15, expiring on 07/04/18. 3. TREMCO Part No. TR-14271E EPDM exterior glazing gasket complying with the following: a) ASTM C864 Specification for Dense Elastomeric Compression Seal Gaskets, Setting Blocks, and Spacers with Option II exceptions. b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers—Tension of 1600 PSI. c) ASTM D395b Test Methods for Rubber Property—Compression Set for 22 HRS 158°F. d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers of 143 lb/in. Manuel Per z, .E. Product Control am' er i NOA No.1 9.14 Expiration Date: February 19,2019 Approval Date: August 04,20 16 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 20,2015,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. 15-0528.26) 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. 15-0528.26) 3. Laboratory compliance letter for Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson,P.E. (Submitted under previous NOA No. 13-0502.03) 4. Laboratory compliance letter for Test Reports No. FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan,P.E. (Submitted under NOA No. 03-1105.01) 5. Proposal No. 1610125 issued by the Product Control Section, dated March 09,2016, signed by Ishaq Chanda, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0528.26, issued to PGT Industries for their Series"PW- 701/720/820"Aluminum Fixed Window—L.M.I."approved on 07/09/15 and expiring on 02/19/19. Manuel a E. Product Co l Exa finer NOA No. 629.14 Expiration Date: February 19,2019 Approval Date: August 04,2016 E-3 STANDARDS USED: GENERAL NOTES:SERIES 720/820 •ASTM E1300-092014 FLORIDA BUILDING CODE(FBC),STH EDITION DESIGN PRESSURE RATING IMPACT RATING • IMPACT-RESISTANT FIXED WINDOW •ANSIIAF&PA NDS-2012 FOR WOOD CONSTRUCTION VARIES, RATED FOR LARGE&SMALL 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO *ALUMINUM DESIGN MANUAL,ADM-2010 SEE SHEETS 2-5 MISSILE IMPACT RESISTANCE COMPLY WITH THE REQUIREMENTS OF THE FLORIDA •AISI-S1D0-07/S2-2010 BUILDING CODE,INCLUDING THE HIGH VELOCITY - 48"TIP-TO-TIP WIDTH HURRICANE ZONE(HVHZ). 47"BUC 48'BUCK WIDTH 48"BUCK WIDTH -1/4"VISIBLE 45-114"VISIBLE _ 45-1/4'VISIBLE PRODUCT REVISED 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN LIGHT WIDTH LIGHT WIDTH LIGHT WIDTH as wmpiyimg With>fb MTOei� WIND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS ,I ,1 2"MAX, BvildiugCnde INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD — 6 Mme• D,SHEET 7- I 6" X• F.SHEET g A=ptwo* 16- 2:9 )4, B,SHEET 6 H.SHEET 9 1 LITE(CAP)MUST TEMPERED. - Fxpirmiva.>,:rrr._ 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, B>' USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY Miami ibmkxt; No ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 CONCRETE MASONRY I A 95" C C E,SHEET 8 E,SHEET 8 UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. SHE T 6 SHEET 6 UCK SHEET 7 SHEET 7 95 G,SHEET 9 G, HEFT 9 a 4)ALL WOOD BUCKS LESS THAN 1-10 THICK ARE TO BE IGHT �_I BUCK I m r HEIGHT T JR-05/05/1fi-ADDED SHEET II CONSIDERED IX INSTALLATIONS.1X WOOD BUCKS ARE r 92-114" I I 93-114" y WITH SPACERS&MOVED PARTS. OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. 12"M / 92-1/4 12"MAX. / 93-114" / VISIBLE 'G WOOD BUCKS DEPICTED AS 2XARE 1-1/2"THICK OR LIGHT GREATER:1X AND 2X BUCKS(WHEN USED)SHALL BE O.C. LI HT O.C. VISIBLE 5"MAX. a` DESIGNED TO PROPERLY TRANSFER LOADS TO THE I HEIGHT LIGHT O.C. •� HEIGHT STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS I 96" / HEIGHT / BUCK m �J 1 THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR TIP-TO I HEIGHT > W ^aa ARCHITECT OF RECORD,(AOR). I TIP HEIGHT { 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE I y. •T -;—;.(j N BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF Iy ~ 0 SUFFICIENT EMBEDMENT.NARROW JOINT SEALANT IS USED 1 I O VN• LU n N ON ALL FOUR CORNERS OF THE FRAME.INSTALLATION7L4 J J t7 Z 70 1` ANCHORS SHOULD BE SEALED.OVERALL I Z LL Lo LL � Q umo�p SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF I. B-� FFqU 6" D�j (� 12'MAX.O.C. H,SHEET 9 =W W INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND MAX_ SHEET 6 MAX. SHEET 7 2'Mme' ''�- 5"MAX.O.C. W U Q L j op THE SCOPE OF THESE INSTRUCTIONS. 6)MAX.1/4'SHIMS ARE REQUIRED AT EACH ANCHOR TYP.FLANGED FRTYP.EQUAL-LEG FRAME TYP.FIN FRAME ELEVATION o> p O ZO O �{D LOCATLL ION WHERE THE PRODUCT IS NOT FLUSH TO THE VATION TESTED ELEVATION(TESTED UNIT) (TESTED UNIT) z IL z T SUBSTRATE,USE SHIMS CAPABLE OF TRANSFERRING v g Q O APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE W SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON Q J THEM BY THE WINDOW. GUIDE TO SHEETS: 2"O.C. SHAPES AS SHOWN BELOW OR SIMILAR,MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK f- W MAX, AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2-5. 9 rn U) .6 ;aay5 7)DESIGN PRESSURES: GENERAL NOTES........................1 ANCHOR SPACING TO BE 6"MAX.FROM CORNERS AND 12"O.C.MAX.FOR ALL CURVED FRAME Z W A.NEGATIVE DESIGN LOADS BASED ON STRUCTURALICYCLE ELEVATIONS................................1 / \ MEMBERS,SEE FIGURE 1,THIS SHEET. Z TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM GLAZING DETAILS.......................2-5 O O E1300. DESIGN PRESSURES..................2-5 12"0.C. / —WIDTH -•I Imo'WIDTH --{ ��WIDTH- i WIDTH --1 ¢ O Z aloa5 B.POSITIVE DESIGN LOADS BASED ON WATER TEST INSTALLATION,FLANGE.............6 MAX. r--- ---1 -i' ---1 r- -1 T r 1 z N N PRESSURE,STRUCTURAL/CYCLE TEST PRESSURE,FRAME INSTALLATION,EQUAL-LEG.......7 T I O Q o 0 rl_co ANALYSIS AND GLASS PER ASTM El 300. INSTALLATION,INT.FIN 0...........8 -�1 / I �SL31 tE I w W Z INSTALLATION,INT.FIN B...........9 L / w w_ ID w O W W 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN CORNER ASSEMBLY...................10 6° _ I = I I a LL DESIGNED TO RESIST THE WINDLOADS CORRESPONDING EXTRUSION PROFILES................11 1y 11 LL (.7 MAX 1 i L J 1 L -J aptosap savas TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3%STRESS PARTS LIST...................................11 -- - INCREASEHASNOTBEENUSEDINTHEDESIGNOFTHIS WIDTH�-I IF WIDTH--I �+-WIDTH-�{ I"-WIDTH--I :�tt• `��l PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR TABLE 1: - - r- -1 f -I �`� .zpIJY Lrlvry• ''' THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT T T T T \�'..• •• '�>/� Sheet ` T' UCEld„'•._! COME INTO CONTACT WRH OTHER DISSIMILAR MATERIALS Ty pe Description # ;".li;• SHALL MEET THE REQUIREMENTS OF THE FLORIDA �,/�� BUILDING CODE FOR CORROSION RESISTANCE. r7 ru w 1 7118'Laml 116'An-.09V'PVB-3/18'HS) 2 w w w w 'V�•5370e "+- 2 7116”Lam) 116"HS-.090"PVB-3/16"HS 2 =1 9)REFERENCES:TEST REPORTS FTL-3835,3850&7212; 3 1-1178'Laml.IG(3116'T-7/18'Air-3116'An-.090"PVB.3116'HS 3 1 1 1 L- -J L J �7 //• s , ELCO ULTRACON NOA;ELCO CRETEFLEX NOA;ANSI/AF&PA 4 1.1/16"Lami.IG(3116'T-7116'Air-3116"HS-.090"PVB-3116"HS 3 �t •Yg 16 '- NDS FOR WOOD CONSTRUCTION AND ALUMINUM DESIGN WIDTH I'� WIDTH yI I-'WIDTH +{ F--WIDTH+•' _;(! S ,• MANUAL. 5 7116'Lami 116'An•.090"SG-3/16'An 4 �"~ - '.. �TA7F OF :• ✓.✓` 6 7/16'Laml(3116'HS-.090"SG-3116'HS 4 T�--- ---� Tr- Tr , Tr ••:°; ^<oRIDf,•..•,,•�. 10)THE 720 SERIES USES A PVB INTERLAYER,THE 820 7 1.1/16"Laml.IS 3ltfi"T-7/16°Air-3116'An-.090"SG-3116"An 5 = ��, �i •• �',� SERIES USES AN SG INTERLAYER.THE 720 AND 820 SERIES B 1-1116°Lami.Ki 116"T-7/16'Air•3118"HS-.090'SG-3115 HS 5 O ,�/ c0 c7 c0 '���"'J�',!_ MAY ALSO BE REFERRED AS THE 701 SERIES. 'SG"='KURARAY SENTAYGLAS INTERLAYER'BY KURARAY AMERICA,INC. %' 'PVB'="KURARAY BUTACITE®PVB INTERLAYER"BY KURARAY AMERICA,INC. 1 1 - - 1 1 A.LYNN MILLER,P.E. .L P.E. 58705 TABLE 2: Window Design Pressure(+)-,psf)for Glass Type 1 Long Side(in) 7116"LAMINATED 577� 72 76 80 84 88 92 96 100 104 109-112 GLASS STACK 30 +180 +l$0 +J$D +1.80 +1.80 +1-80 +/-80 -1-80 +1$0 +l$0 32 •1-80 +IAD +180 +IAO +!-80 +1.80 +180 +1-80 +/80 +1$0 .090'PVB INTERLAYER +l$0 +1.80 +l$0 +!$0 +180 +I-80 +!$0 +1.80 +1.79.8 +I-79.4 +/AO +180 +160 +1$D +/-79.7 +/-77.2 +1-75.1 +1-73.4 +1-72.2 3/16"HEAT STRENGTHENED GLASS 3116"ANNEALED GLASS PRODUCT REVISED +1$0 +/-80 +180 +IAO +1.78.1 +1-75.2 +/-725 +1.70.3 +1-68.5 +1-66.3 /� m comylyio)I with tlr Florida 40 +1-60 +1$0 +1-79.8 +/-77.2 +1-74.3 +1-71.3 +1-67.9 +185.1 +/-63.4 +1-61.6 (4) 11Bu42 +l$0 +180 +l-T7.4 +/.74.3 +1-71.3 +1-68.2 +1-64.7 +161.6 +/59.8 +/-58.2 �J Am'Ptance lhi pPni"p 44 +1.80 +1$0 +I-78.9 +1-75.4 +/-72.1 +168.9 +1-65.6 +1-622 +159.7 +147.5 USED AT CURVED Pim'i6n Datc l-�11 s 46 +160 +J$0 +1-77.2 +1-73.6 +/-70.1 +1-688 +163.5 +160.3 +157.7 FRAME MEMBERS ONLY 29 5/8' 48 +/80 +1-79.3 +1.75.6 +1-71.9 +1-68.3 +/-64.9 +161.5 +1-582 @ 11-7/8'O.C.MAX GLASS BITE LONG SIDE py E12 +180 +1-77.5 +1.741 +1-70.3 +1-66.7 +163.1 +/-59.7 I'� Mian °c Product Cuu 1-3+J-79.1 +1.75.6 +1-724 +/68.8 +/-65.1 +/-61.5+f-774 +l-73.8 +/-70.5 +167.3 *163.5 EMOSHORT DE +1-758 +I-72 +1-68.6 +1-65.3 R 20 13SI+I-74.2 +1-70.3 +166.8+I-727 +168.7 +1-65 +1-71.2 +167.1 GLASS TYPE 1 +1$9.7 +165.5+1-683 -+- LONGSIDE+167 NOTES: SHORT /,/ W 1)BUCK 01MENSIDNS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. SIDE Y� > a ?) aaa 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. W .- 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 0 IC. a°o O 04 N TABLE DIMENSIONS MAYBE co W N ORIENTED VERTICALLY OR 0-1 N J p Z �B I. HORIZONTALLY AS SHOWN. Z IL G LLm W 0 UU X/n o O W Z O m v -N TABLE 3: ~W m O 'T U 91%10 Window Design Pressure(+/,psf)forGlass Type 3 o O O rr Long Side(in) r Z Dd Z - W Q 67-7/8 72 76 80 84 88 92 96 100 104 109-1/2 1-1116"NOM. Ig- 30 +1-80 +I$0 +1-80 +1-80 +1$0 +1$0 +/80 +160 +1-80 +/$0 +1$ GLA0 GLASS STACK �J LAMINATED m N 32 +1-80 +1$0 +J$0 +180 +160 +180 +/$D +180 +1-80 +1$0 +180 I GLALAMINATED STACK Q 34 +!$0 +1$0 +f$0 +1$0 +/$0 +180 +1-80 +/$0 +1-60 +180 +180 STRENGTHENED is co W 38 +1AO +J.80 +!$0 +180 +160 +180 +l$0 +18D +160 +180 +1$0 31116'TEMPERED GLASS STRENGTHENED GLASS '1 SSIDET - ® N Z � 7 (n 38 +1-80 +1$0 +1$0 +l$0 +180 •1$0 +1-80 +1$0 +179.4 +I-76.4 +1-74.3 3116'ANNEALED GLASS T 3: y i-- 40 40 +180 +1-80 +/.80 +l$0 +180 +/$0 +1-80 +/-76.7 +/-73.5 +1-70.9 +1-69 7116"AIR SPACE _.090"PVB 7 O W III s 42 +180 +180 +180 +180 +180 +180 +1-77 +/-73.1 +169.6 +/-66.9 +1-65.2 11 INTERLAYER u=¢. Z d 44 +180 +J80 +/-80 +1$0 +180 +/-77.8 +1.74.1 +f-70 3 +167.5 +f-63.9 I O o 0 46 +!$0 +1$0 +1-80 +1$0 1 +1-79.2 +1-75.4 +1-71.7 +1$8.1 1 +/-65.1 5 _Ji_ LONG Z C'4N op a 48 +1$0 +1$0 +1$0 +1-80 +I-77.2 +1-73.3 +1-69.5 +/-658 USED AT CURVED SIDE w 50 +l$0 •1$11 +/$0 +1.79.4 +1-75.3 +1-71.3 +1$7.5 FRAME MEMBERS ONLY 29 518' O LU LU W d d P 52 +180 +1$0 +180 +1.77.7 +1-73.5 +169.5 @ 11-7/8'O.C.MAX. GLASS BITE m m 54 +1$0 +I$0 +1-79.6 +I-76 +I-71.8 1-3 -7171 'asap sauas 56 +160 +I$0 +1-77.5 +/-73.9 58 +180 +/_79.4 +1-75.4 EXTERIOR 60 +1-a0 +1.77.6 +1-73.5 a 75-1 21 13 _ SHORT � , 62 +1$0 +1.75.8 -�1 S- 64 +/-78.8 +I-74 1 - 66 +I-77.2 I GLASS TYPE 3 - 67-718 1 +/-74.9 NOTES: 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT V FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. r . 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. W 6 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. _ A.LYNN MILLER,P.E. P.E.#58705 TABLE 4: — Window Design Pressure(+l-,psf)for Glass Types 2&4 Long Si a(in) 67-718 72 76 80 84 88 92 96 100 104 109-1/2 112 118 120 124 128 132 138 140 144 30 +1-80 +1$0 +/90 +/90 +1$0 +I-80 +190 +1-80 +!$0 +1$0 +l$0 +1-80 +1-80 +I$0 +1-80 +1-80 +/90 +1-80 +190 +1.80 32 +1-80 +l$0 +l$0 +1-80 +!$0 +/-80 +/90 +/$0 +!$0 +1.80 +i90 H$0 *1$0 N-80 +1.80 N-60 +l-80 +1-80 +1-80 34 +1.80 +1.80 +/$0 +l$0 +I$0 +190 +190 +1$0 +1-80 +!$0 +1$0 +190 +!$0 +1-80 +1$0 +/90 +1-80 PRODUCT REVISED 36 +1-80 +1.80 +1$0 +I$0 +/90 +190 +190 +/$0 +1$0 +1-80 +/$0 +1$0 +1.80 +1.80 +190 +1-80 m comPI)in8"with dw Flmi& 38 +19D +!$0 +1.80 *190 +1-80 +1.80 +190 +190 +1$0 +l$0 +!$0 +1$0 +l$0 +l$0 B"0ding Cods , 40 +190 +l-80 +r$0 +l$0 +190 +/$0 +190 +1.80 +1-80 +190 */$0 +I90 AcaP�na Vb 42 +1$0 +!$0 +1-80 +r$0 +1$0 +l$0 +l$0 +1$0 +l$0 +!$0 +190 �4pimtiael[?, ^ 44 +1$0 +!$0 +1-80 +190 +190 +1.80 +1$0 +/$0 +1-80 +/$0 BY - 46 +190 +I$0 +I$0 +190 +1$0 +190 +1$0 +190 +r90 ^J;mi w, nj.�S44*li =>ntiol 48 +1$0 +1$0 +1$0 +190 +190 +1$0 +190 +1$0 rn 50 +1$0 +1-80 +r$o *!$0 +)9p +!$0 +!$0 P 52 +l$0 +I$0 +l$0 +r90 +1-80 +/-79.1 m 54 +/90 +190 +r$0 +190 +/-78.6 z m 56 +I$0 +1$0 +190 :J 79.1 58 +1$0 +1$0 +190 60 +190 +1-80 +1-79.3 62 +190 +190 z 64 +190 +190 66 +/90 m 67-718 +l$0LLI NOTES: > a ^da 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. W � 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 0 N N a!n0 � c> Oc`f, w N JO J N J o pZ FB z LL' Ln IL co W vmo�0 UU XS2 o 0 LU z O 2 m Z) '�N 1-1116"NOM. ��.I TABLE DIMENSIONS MAYBE �> O Y Z 0To GLASS STACK ORIENTED VERTICALLY OR ! o O m O N 7/16"LAMINATED GLASS STACKED HORIZONTALLY AS SHOWN. � .-Z D-Z � W `- GLASS STACK GLASS STACK U- r�3/16"HEAT STRENGTHENED GLASS LONG Q O .090°PVB INTERLAYER 3116"TEMPERED GLASS SIDE 3/16'HEAT STRENGTHENED GLASS JQ 3/16"HEAT �- LONG SIDE n W taa45 3116"HEAT STRENGTHENED GLASS STRENGTHENED GLASS 7116"AIR SPACE .090"PVB INTERLAYER ® Z D= 11 11 SHORT 4 5 SIDE 0 W Z USED AT CURVED USED AT CURVED - SHORT �_ a Z d along FRAME MEMBERS ONLY 29 5/8" FRAME MEMBERS ONLY 29 518 S— SIDE 0 Z N N Q 11.718"O.C.MAX. GLASS BITE @ 11-718"O.C.MAX. GLASS BITE O (7 n w 1-31-3 ---777--- O Lu Fb X EXTERIOR f+— LONG SIDE �iEd } LL 0 a a EXTERIOR I cq!y �ssp souaS 20 13 �s�a 21 13 .. CLASS TYPE 2 GLASS TYPE 4 SHORT SIDE f/ LONG 9/ SIDE \y SHORT SIDE A.LYNN MILLER,P.E. P.E.#58705 TABLE 5: Window Design Pressure(+l-,psf)for Glass Type 5 Lang Side(in) 7116"LAMINATED �J 67-718 72 76 80 84 BB 92 96 100 104 109-112 GLASS STACK 30 +901-125.4 +901-120 +901-115.5 +90'-111.5 +901-108.5 +901-106 +901-104.5 a901-103.5 +901-1025 +901-100.7 +901-97.9 4-D NTERLAYER 32 +901-116.9 +90'-110.8 +90/-105.3 +901-101.8 +901-987 +9D/-95.7 +90f-92.3 +901-90.6 +901-90.3 +1-89.9 +/.89 34 +901.108.9 +901.103 +90/-98.8 +90'-95.1 +901-91.8 +1-88.2 +/-84.4 +/-81.5 +1-80.1 +1-79.8 +/-79.4 NNEALED GLASS 36 +901-102.6 +90'-97.1 +901-928 +1-88.9 +I-85.5 +1.826 +1-79.7 +f_77.2 +1-75.1 +1-73.4 +/-72.2 3/16'ANNEPRODUCT REVISED 38 +901-98.4 +901-922 +1-86.7 +1$3.2 +1-80.7 +1-78.1 +/-75.2 +/-725 +/•70.3 +1$8.5 +/$6.3 4 asu plying with jnw Flondu 40 +901-94.6 +1-88.2 +1.826 +1-79.8 +1-77.2 +1-74.3 +1-71.3 +1-67.9 +185.1 +1-63.4 +/81.6 Build' Code Code 1,1 42 +901-91.3 +1-84.7 +1.80.7 +1-77.4 +1-74.3 +1-71.3 +1-68.2 +/-64.7 +181.6 +1-59.8 +/58.2 USED AT CURVEDp44 +1-88.3 +/-82.4 +/-78.9 +1.75.4 a1-72.1 +I-68.9 +185.8 +1-622 +189.7 +157.5 FRAME MEMBERSONLY 2 "46 +1$54 +/.80.8 +l-77.2 +l-73.fi +/-70.1 +1-68.8 +1$3.5 +/-60.3 +IS7.7 @ 11-7/8"O.C.MAX. BITE LONG SIDE48 +1-827 +1-79.3 +/-75.6 +1.71.9 +788.3 *f84.9 +1$1.5 +158.2 r662 r+/.6&3 +1-77.5 +1-74.1 +1-70.3 +1$6.7 +1-63.1 +1-597 -1-3+1-75.8 +1.724 +1$8.8 +/-65.1 +1$15+1-73.8 +1-70.5 +1-673 +/-63.5 EXTERIORSHORT+1-72 +/-68.6 +1-65.3 SIDE a/-70.3 +186.8 L a +188.7 +l$5 GLASS TYPE 5 +1-67.1 +1-65.5 �- LONG SIDE -� 67-718 +187 NOTES: �/j� UJ y m 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT i"FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. SHORT Y/ > `N "ail 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 0 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. I' W 4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEG WINDOWS.DO NOT USE WITH FIN-FRAMED WINDOWS. N slop 0 ro N TABLE DIMENSIONS MAY BE t�+1 taj W N ORIENTED VERTICALLY OR 0-U ry J p Z Mofii HORIZONTALLY AS SHOWN. Z LL 'n LL to W " 0 U V X N o ❑_ W- 0� cO eN TABLE 6: I-Z M 0 �. CD smd Window Design Pressure(+/.,psf)forGlass Type 7 o 0 0 m O LL Long Side(in) Z a Z `� I- W O 67-718 72 76 80 84 86 92 96 10D 104 109-112 1-1116"NOM. g --I 30 +g01-130 +901-130 +90'-130 +901-126 +gpl-1226 +90'-119.8 +90f-1181 +90/-117 +90'-1158 +901-112.7 +90'-109.9 GLASS STACK 7/16"LAMINATED J Q 32 +901-130 +901-1251 +901.118.9 +901.114.8 +901-111.5 +90/-108.1 +gp/-104.3 +g01-102.4 +901-102 +gpl-101.4 +90!-99.7 GLASS STACK F 34 +901-123.1 +9011164 +901-111.7 +901-107.5 +901-103.8 +901-99.7 +90f-95.3 +901-92.1 +901-90.5 +/-90 +1$9.6 I SHORT a, 0 ,LLL 1aa45 36 +901-116 +901-109.8 +901-104.8 +90'-100.5 +90/-96.6 +901-93.3 +1.90 +1$7.3 +184.9 +1$2.3 +1$1.2 3116"TEMPE4GLA3/16"ANNEALED GLASS ~i SIDE ® c Z ? co 38 +901-111.2 +901-104.2 +901-97.9 +901-94 +901-91.1 +1$13.2 +1$4.9 +/-81.9 +1-79.4 +1-76.4 +1-74.33116"ANNEALED GLASS = to I- 40 -40 +901-106.9 +90'-99.8 +gp/93.4 *90'-90.1 +1$7.2 +1-84 +1-80.5 +/_767 +f-73.5 +I-70.9 +189 7/1 .090"SG INTERLAYER rj 0 L Z 42 +901-103.2 +90'-95.7 +901-91.2 +1-87.4 +1.84 +1-806 +1-77 +1-731 *189.8 +1$8.9 +f85.2 ¢ z Of aloas 44 +901-99.7 +90133.1 +1-89.1 +f-85.2 *1$1.4 +1-77.8 +f-74.1 +1-70.3 +187,5 +183.9 c 40 +901-96.5 +90/-91.3 +1.87.2 +/-83.2 +1.79.2 +1-754 +I-71.7 +138.1 +1$5.1 Z NN48 +901-93.5 +l-89.6 +I.85.4 +1$1.2 +1.77.2 *I-73.3 +1$9.5 +1$58LONG I-50 +901-91.4. +1-87.6 +l-83.7 +l-79.4 +).75.3 +1-71.3 +1.67,5 USED AT CURVED SIDE u1 FRAME MEMBERS ONLYSS X W d d52 +1$9.4 +1.85.5 +/.81.8 +/•77.7 *l-73.5 +1$9.5 @ 11-718"O.C.MAX. GLASS BITE ❑54 +/-87.5 +1-83.4 +I-79.6 +1-76 *1-718 56 +1$5.6 +1$1.4 +/-77.5 +/-73.8a111 •asap sayaS58 +I.838 +1-79.4 +1-75.4 60 +1$21 +l-77.6 +/_73.5 EXTER62 +1$0.4 +1-75.8 _ SHORT SIDE 64 N-78.8 +1.74 fis +1-77.2 GLASS TYPE 7 67.718 +/-74.9 NOTES: 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT V FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. I1 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 4)THIS SHEETAPPLIES ONLY TO FLANGE AND EQUAL-LEG WINDOWS.DO NOT USE WITH FIN-FRAMED WINDOWS. A.LYNN MILLER,P.E. P.E.#58705 TABLE 7: Window Design Pressure(+l-,psQ for Glass'types 6&8 Long Side(N) 67-718 1 72 76 1 80 84 1 88 92 96 100 104 109-V2 112 116 120 124 128 132 138 140 144 30 +901-130 +901.130 +901-130 +901-130 +901-130 +90f-130 +901-130 +901-130 +901.130 +901-130 +90/-130 +901.130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 32 r90l-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901.130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 x901-130 +901.130 +901-130 +901-130 +901-130 34 +901-130 +901-130 +901-130 +901-130 +901-130 +901.130 +90/-130 +901-130 +901-130 +901.130 +901-130 +901-130 +90!-130 +901.130 +901-130 +901-130 +901-130 PRODUCT REVISED 36 +901-130 +901-130 +901-130 +901-13D +90/-130 +901-130 +901-130 +90/-130 +901•130 +901-130 +901-130 +90/-130 +901.130 +901.130 +901-130 +901-130 .mmplyingwiththe Florid- a 1-30 +901.130 +901-130 +901-130 +901-130 +901-130 +901-130 +9DI-129.2 +901-127.3 BuildingPa-14 1G-O 29.14- 38 +901-130 +901.130 +901-130 +901-130 +901-130 90 1 �P 40 +90!•130 +901-130 +901-130 +90/-130 +901.130 +901-130 +901-130 +901-130 +901-130 +90'•126.6 +901-123.2 +90/•122 Ao:cept-nce No 42 +901-130 +90!-130 +901-130 +901-130 +901-130 +901-130 +901-130 +90'-129.3 +901-123.2 +9Q/•119.7 +90!•118.4 E.'intim Date 44 +901-130 +90!•130 +901-130 +901-130 +901-130 +901.130 +901-130 +90'-124.5 +901.119.4 +901-115 ny 'S 46 +901-130 +901-130 +901-130 +907-130 +90!-130 +901.130 +90'-126.9 +904120.5 +90-115.3 1ii^mi Delle PrnEuct CncV 48 +901-130 +901-130 +901-130 +901-130 +901-130 +9U-129.7 +901-123 +901-116.5 m So +901-130 +901-130 +901-130 +901-13D +901-130 +901-1262+89.41-119. Y Q Q 52 +90f-130 +901-130 bj +901-130 +901-130 +901-130 +88.81-123 m 54 +901-130 +901-130 +901-130 +901-130 +88.81-127.1 m 58 +901-130 +901-130 +901-130 +89.41-129 58 +901.130 +901-130 +901-130 60 +901-130 +901.130 +89.6/-129.3 62 +901-130 +901-130 _ z 64 a90l-130 +901-130 fib +901-130 co Y m 67-718 +90/-130 a � nay NOTES: 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1-FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 0 a 0 0 u1 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 04 a1-0 O 4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEG WINDOWS.DO NOT USE WITH FIN-FRAMED WINDOWS. O'a N 1n O O J N OO Z ,fB r Z LL o LL co W e (A p UU X_ o W Z O� m ati, TABLE DIMENSIONS MAYBE o> m Oe Z axa ORIENTED VERTICALLY OR o O rnO `- 1.1116"NOM. HORIZONTALLY AS SHOWN. '-Z d Z f- W LL 7116'LAMINATED L� GLASS STACK 7/16"LAMINATED LONG J O GLASS STACK GLASS STACK L� SIDE Q 3/16"HEAT STRENGTHENED GLASS - LONG SIDE —� // m W 1aay5 k— REN NTERLAYER 3116'TEMPERED GLASS 3116'HEAT STRENGTHENED GLASS ® is Z EAT ' GTHENED GLASS 7/16'AIR SPACE .090'SG INTERLAYER SHORT _ U) ~ 3116"HEAT STRENGTHENEDSIDE 0 W Z 4 SHORT 6 Z Q: alo�S 5 � 1 SIDE O Z N NUSED AT CURVED �,' UUSED AT CURVEDFRAME MEMBERS ONLY 29 ° 518" w11.718"O.C.MAX. FRAME MEMBERS ONLY 29 O WCd1 BITE @ 11-7/8"O.C.MAX. GLASS BITE X W1-3 ,1-3 LONG SIDE �i LLLEXTERIOR EXTERIOR 76-7e 21 13 SHORT LONG SIDE SIDE GLASS TYPE 6 GLASS TYPE 8 —� SS DET A.LYNN MILLER P.E. P.E.#68705 2X WOOD BUCKSTRIP INSTALLATION INSTALLATION _ EDGE OR FRAMING,SEE TYPE B EMBEDMENT 'll DISTANCE NOTE 2,THIS SHEET TYPE C INSTALLATION EMBEDMENT 1X WOOD BUCKSTRIP, TYPE A f 1/4"MAX SEE NOTE 2,THIS SHEET EMBEDMENT SHIM TYP.ANCHOR TYPE,EMBEDMENT AND EDGE •VISED PRODplymg ,. EDGE DISTANCE PER SUBSTRATEDISTANCE m I io with the Ft-lid- as co P Y e 4 E E 6 SEE TABLE 8,THIS SHEET Building Code t�-OCc?f-1 Q DI ANCE ° Acccptmoc[4a I 114"MAX 'tai Dace 1 SHIM 1 B Y Ntiam'Des?e F;oduct Cal ' 4 TYP.ANCHOR TYPE, EMBEDMENT AND EDGE ¢ DISTANCE PER SUBSTRATE, 11 SEE TABLE 8,THIS SHEET m 11 m USED AT CURVED EXTERIOR 29 FRAME MEMBERS ONLY °' •m @ 11.7/8"O.C.MAX. CONCRETE/CMU 4 11 ' PER ANCHOR _ VISIBLE LIGHT WIDTH- 5 II REQUIREMENT WINDOW BUCK WIDTH-2-3l4' WINDOW BUCK WIDTH CONCRETElCMU ILLY m WINDOW EXTERIOR TIP-TO-TIP WINDOW WIDTH PER ANCCO HOR � N BUCK REQUIREMENT O HEIGHT 1/4'MAX.SHIM HORIZONTAL SECTION A-A } a7ap o N N � TIP-TO-TIP tom') W N WINDOW #12 STEEL O J N J o Z �B HEIGHT VISIBLE SELF-DRILLING SMS Z LL u7 LL to _j LIGHT (G5),SEE TABLE 8, TABLE 8: =L — . — W HEIGHT= THIS SHEET Min.Edge Max O.C. UU X Anchor Substrate Distance Min.Embedment Spacing.0 W Z O 'aa WINDOW BUCK P.T.Southern Pine(SG=0.55) 9116" 1-318' 12" 0 LU m� z 9M0 HEIGHT- I Aluminum,6063 T5 min. 3/8° 0.063'• 12' n O O Z z 3/4^ INSTALLATION #12 or#14410 SS Screw o rn 0 A38 Steel 3/8' 0.083'• 12° r Z G-Z H LL METHOD D Steel Stud,Gr.33 min. 3!8" 0.045 18 Ga 12" Q O =0 5 9116• 1-3/8' 12' v J Southam Pine SG .5 INSTALLATION ANCHOR P.T. ( ) J Z eD UNDERNEATH THE #12 or 414 Steel Screw(G5) Aluminum,6083-T5 min. 318" 0.063"' 12°BEADING EXTERIOR A36 Steel 318' 0.063"' 12° m �Q O F- )nays © rn Z q J\/Lngrouted CMU,(ASTM 090) 2-1/T 1-1/4" 12° # J !A MIAMI-DADE APPROVED MULLION 114'410 SS CreteFle Concrete(min.3.35 kai) 1° 1-3/4' 12' 00 Z 21 (SEE SEPERATE NOA),ALUMINUM, o 6 STEEL FRAMING OR STEEL STUD. ¢ Z aiaas SEE SUBSTRATE PROPERTIES, 1/4'Steel Ultracon Concrete(min.2.85 ksl) 2-1/Y 1-3/8" 12° LL, Z_ Ungrouted CMU,(ASTM 090) 2-112' 1-1/4° 12° O W N N TABLE e,THIS SHEET Grouted CMU,(ASTM 090 2-1/2' 1.3/4° 12" 0 Z I 00 5 �1/4"MAX SHIM 5/16"Steel Ultraeon Concrete(min.3.5 kai) 1-1/4° 1-3/4° tY O W Grouted CrU ASTM C-90) 1 2-1/2- 1 1.3/4• 12' X d O- T "MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. LL { 1X WOOD BUCKSTRIP, 171 'asap sauas 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. - ' ° 2.WOOD BUCKS DEPICTED ON THIS SHEET AS"1X°,ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1.1/2".1X WOOD BUCKS ARE - INSTALLATION (�— EDGE TYP.ANCHOR TYPE,EMBEDMENT OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS 2X"ARE 1-112°THICK OR GREATER. �j 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 8,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 r ' 2X WOOD BUCKSTRIP INSTALLATION INSTALLATION EDGE OR FRAMING,SEE DISTANCE NOTE 2,THIS SHEET TYPE G TYPE F WOODEMBEDMENT THIS S 1X EMBEDMENT SEE NOTE 2,THIS SHEET INSTALLATION - INSTALLATION — 1/4 MAX D SHIM TYP.ANCHOR TYPE,EMBEDMENT AND TYPE E EMBEDMENT EDGE • EDGE DISTANCE PER SUBSTRATE, . / SEE TABLE 9,THIS SHEET EDGE 6 DISTANCE cemeiyi„g with the Flonede Hneld:'ng DISTANCE Cocom n rrzn�ra„Ao-Ofo q,14„ �1/4'MAX 2 _ Expiration Dm /z 2 SHIM Hfi Deck 4±oduot n"cl 4 TYP.ANCHOR TYPE, EMBEDMENT AND EDGE " DISTANCE PER SUBSTRATE, r 11 SEE TABLE 9,THIS SHEET 11 rc • EXTERIOR I m USED AT CURVED 4 �I., 11 EXTERIOR 29 FRAME MEMBERS ONLY "+. �// @ 11-7/8"O.C.MAX. CONCRETE/CMU WINDOW LIGHT WIDTH 5 < u NDOW BUCK WIDTH-2-314" PER ANCHOR ' REQUIREMENT WINDOW BUCK WIDTH � CONCRETE/CMU uJ � Y m WINDOW PER ANCHOR ] N '^a2/ BUCK HORIZONTAL SECTION C-C REQUIREMENT -- HEIGHT 1/4"MAX.SHIM tr } 'r 50 0 m #12 STEEL O v A W N SELF-DRILLING SMS , VISIBLE (G5),SEE TABLET Z 1Jt- �LL CD CS J u 0 O LIGHT THIS SHEET TABLE 9: _ _ LU HEIGHT= Anchor Substrate Min.Edge Min.Embedment spa O.C, U U X o O WINDOW Distance Spacing 11.1 Z 02 00 Soni BUCK P.T.Somhem Pine(SG=0.55) 9116° 1-318" 12° H"LU m O C7 JA10 Aluminum,6063.75 min. 3/8" 0.063"• 12" HEIGHT- #12/ INSTALLATION or#14 410 SS Screw A36 Steel 3/8° 0.063"• 12" �' O .. O __ z G-zLL TYPE H Steel Stud,Gr.33 min. 3/8° 0.045" 18 Ga) 12' F-¢ Z O P.T.Southem Pine(SG=0.55) 9/16' 1-318' 12" J O I, EXTERIOR Aluminum,6063-T5 min. 3/8' 0,063°• 12° J F— #12 or#14 Steel Screw(GS) Q Q A36 Steel 3/8° 0.063"• 12" m F J Steel Stud,Gr.33 min. 318° 0.045'(18 Ga)• 12" 7aav5 Ungmmed CMU,(ASTM C90) 2-1/2" 1-1/4" 12" ® � Z FQ- MIAMI-DADE APPROVED MULLION 1/4'410 SS CmteFlez U) 21 (SEE SEPERATE NOA),ALUMINUM, Concrete(min.3.35 ksi) 1° 1314° 12° r _Z Z STEEL FRAMING OR STEEL STUD. Concrete(min.2.85 ksi) 1" 1-314' 12° 6 SEE SUBSTRATE PROPERTIES, 1/4"Steel Ultracon Concrete(min.2.85 ksl) 2-1/2" 1-318° 12' LL Z W TABLE 9,THIS SHEET Ungmuted CMU,(ASTM C-90) 2.1/2• 1-114" 12" O J O O Grouted CMU ASTM C-90 2-1/2° 1314" 12" H � J nip 5 �1/4"MAX SHIM Concrete(min.3.5 ksl) 1-1/4" 1314" 12" w O 5116"Steel Ullracon O W O a a Grouted CMU, ASTM C90 2-112" 1314" 12" X TT 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. LL W } 1X WOOD BUCKSTRIP, a9!1 'osa0 sauag 1 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. - INSTALLATION - . 2.WOOD BUCKS DEPICTED ON THIS SHEET AS"1X",ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2".1X WOOD BUCKS ARE TYPE FEDGE 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 1 SUBSTRATE,SEE TABLE 9,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.#56705 TVP.ANCHOR TYPE, 2X WOOD BUCKSTRIP EMBEDMENT AND EDGE —+I EMBEDMENT -OR FRAMING,SEE INSTALLATION INSTALLATION DISTANCE PER SUBSTRATE, NOTE 2,THIS SHEET TYPE K SEE TABLE 10.THIS SHEET TYPE J EDGE EDGE DISTANCE � 1/4"MAX EDGE DISTANCE DISTANCE —� INSTALLATION 0 ���1 SHIM n PRODUCT REVISED TYPE I n 2X WOOD BUCKSTRIP �I 2X WOOD BUCKSTRIP °3C°t"nIYMB F}�1& OR FRAMING,SEE I OR FRAMING,SEE --- Building Cede V NOTE 2,THIS SHEET NOTE 2,THIS SHEET A0.ectaes ND 1G-O(c29�¢ 114"MAX pi-tic.Date Q TYP.ANCHOR TYPE,EMBEDMENT AND 1 rUSEDATC1 SHIM EDGE DISTANCE PER SUBSTRATE, H afni ade thtcc 4 SEE TABLE 10,THIS SHEET EMBEDMENT I 6 I 3 EMBEDMENT RVEDEXTERIOR MBERS ONLY@ 11-7/8O.C.MAX. _ _ > a 11 — EXTERIOR WINDOW 11 5 > a D] BUCK VISIBLE LIGHT WIDTH- ����lll v O HEIGHT WINDOW BUCK WIDTH-2-3/4" p 2 o 114"MAX.SHIM — j WINDOW BUCK WIDTH N e1o0 04 O It 04 co W N VISIBLE INSTALLATION _HORIZONTAL SECTION E-E z LL ,0 LL Uj aMo 0 0 LIGHT TYPE L =LI cri w g HEIGHT= L)U_ X— ❑ WINDOW F_Z m O (:E co =.7 `9ma BUCK #10 STEEL ti� O le Z HEIGHT- SELF-DRILLING SMS Z 11 Z r 2.3/4" (G5),SEE TABLE 10, HQ tL THIS SHEET TABLE 10: J 0 Min.Edge Max.O.C. to Anchor Substrate Q Distance S cl U) 2-1/2"x 2-1l2"x.113"Boz Neii P.T.Southern Pine(SG=0.55) 5/18" 5" ® laays 2-1/2"x.131"Common Nall P.T.Southern Pine SG=0.55 318" s m Z O to 2-1/2"x.145'RoaAn Nall P.T.Sauthem Pine SG=0.55 318" 6" O Q Z 21 P.T.Southern Pine SG=0.55 1/2" 5" Z g 2X WOOD BUCKSTRIP EXTERIOR < p J 'I"S OR FRAMING,SEE #10 x 1"Steel ScreW 0.093"Aluminum,5063-T5 min. 5/15' 5' LL Z Q NOTE 2,THIS SHEET 1116 A36 Sted 5116' 5" O N N 5 0.045" 1 B Ga Steel Stud Gr.33 51117' S" p Z �eo �1/4"MAXSHIM MIAMI-DADE APPROVED MULLION w w (SEE SEPERATE NOA),ALUMINUM, 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. U X Z STEEL FRAMING OR STEEL STUD. a a LL � SEE SUBSTRATE PROPERTIES, aR!1 '�sa0 sauas INSTALLATION TABLET0.THIS SHEET TYPE J 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 10,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. ✓ b 1k. VERTICAL SECTION F-F INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING CTION, 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OFA 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 pR FRAMING,SEE INSTALLATION TYPE M INSTALLATION EMBEDMENT DISTANCE NOTE 2,THIS SHEET FOR THISINSTALLATION TYPE N INSTALLATION TYPE M _ _ EMBEDMENT 'METHOD ONLY, 'FOR THIS INSTALLATION 1!4'MAX ANCHORS MAYBE NO .. O.C. MORE THAN METHOD ONLY, SHIM 6" ANCHORS MAY BE NO EMBEDMENT_ I 1X WOOD BUCKSTRIP,SEE — T•RODUCT REVISED MORE THAN 6*O.C. — IJ I 2X WOOD BUCKSTRIP NOTE 2,THIS SHEET :w cemut n h the Florida OR FRAMING,SEE I' P'uAding C - NOTE 2,THIS SHEET / Aua-pt. d. Rb I ..cpiwiw D•rte _E1/4"MA)( Iv) TYP.ANCHOR TYPE,EMBEDMENT AND `VJ By 3 SHIM ' EDGE DISTANCE PER SUBSTRATE. hliam�Dnde Produi /6 SEE TABLE 11,THIS SHEET C TYP.ANCHOR TYPE, u EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, 11 SEE TABLE 11,THIS SHEET 1 3 �O o: n m EDGE I II USED AT CURVED DISTANCE EDGE z EXTERIOR 29 FRAME MEMBERS ONLY DISTANCE 11-7/8'O.C.MAX. T . > _ CONCRETE/CMU 11 m PERANCHOR -' WINDOW REQUIREMENT I 4 11 OPER ANCHOR j CO ^� BUCK I VISIBLE LIGHT WIDTH= _ 5 REQUIREMENT _ HEIGHT 1/4"MAX.SHIM yJ IIIWINDOW BUCK WIDTH-2-3/4" p w O WINDOW BUCK WIDTH EXTERIOR }r � a1oO O O�� CNI w N VISIBLE HORIZONTAL SECTION G-G O LL N J o z �Maa o LIGHT INSTALLATION TYPE O =L LL — w HEIGHT= FOR THIS INSTALLATION O U_ X- 0 0 WINDOW METHOD ONLY, TABLE 11: LLI�-Z m O 'T 2 10 (D 91AO BUCK ANCHORS MAY BE NO [/I Min.Edge Max.O.C. O W HEIGHT- • MORE THAN 6'O.C. I Anchor Substrate Distance Min.Embedment Spacing r.- O v Z 2-3/4' P.T.Southern Pine SG=0.55) 9116' 1JJ8• 6" '-Z d Z P LL #12 or#14410 SS Screw Aluminum,6063-75 min. 318• 0.063"' 6' g O #12 STEEL A36 Steel 318" 0.063'• 6" J SELF-DRILLING SMS Steel Stud,Gr.33 min. 318• 0.045° 16 Ga 6" Q (G5),SEE TABLE 10, P.T.Southern Pine SG=0.65 9116" 1-318' 8' !p laws THIS SHEETAluminum,6063-75 min 318° 0.063"' 6" rn Z Z #12 or#14 Steel Screw(GS) A36 Steel " 0.063 - u O F- p1 TYP.ANCHOR TYPE, EXTERIOR ud Gr.33 min. 318" 0.045" 5 0 Q Z EMBEDMENT AND EDGE U rout d CMU, ASTM a90 2-1/r 1-1J4" 1r < O J aro=,5 6 1/4"410 SS Crel lez _Z DISTANCE PER SUBSTRATE, trete(min.3.35 ksi) 1' 1314' 12' p ~ 0 0 SEE TABLE 11,THIS SHEET Crete min.2.85 kei 1' 1-3 F y A m 5 1-714'MAX SHIM MIAMI-DADE APPROVED MULLION Concrete m n. - 13/8' 12" IY O Z —11 (SEE SEPERATE NOA),ALUMINUM, tl4"Steil Ultracon U routed CMU,ASTM C-90 2-112' 1-1/4• 12' O X Z a a STEEL FRAMING OR STEEL STUD. Grouted CMU ASTM a90 2-1/2" 1-3/4" 1Y E FL SEE SUBSTRATE PROPERTIES, TABLE 11,THIS SHEET 5116'Steel Uitracon Concrete min.3.5 ksf 1-1/4' 1.314° INSTALLATION Gmuted CMU,ASTM ago 2-117' 1314" 1r TYPE N 1X WOOD BUCKSTRIP, •MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. ' Q SEE NOTE 2,THIS SHEET • a INSTALLATION NOTES: . EMBEDMENT ' °• - 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 pS wmrAying with d.F!Mtaa auilding Cua< .Acceptance Lb 1 D - hAipn Om!e R'aiuct m ASSEMBLY DETAILS FOR ASSEMBLY DETAILS FLANGE&EQUAL-LEG FRAMES FOR FIN FRAMES I I' ANGLED/CURVED II /� ANGLEDICURVED ❑ U) p FRAME ASSEMBLY II D FRAMEASSEMBLY Y r 't a(o0 O N� c 90°CORNER I 90"CORNER ( O M N N LU FRAME ASSEMBLY II I FRAME ASSEMBLY I I JO J cq o �Z 7B n II I Z LL LL m� ^+ a ❑ I I � u ou �I I m III =LLj W III p W OM 10 5 10 _ t7 _ 10 I 10 H m O 0 0-' Oh(0 ALL CORNERS TO t I / ALL CORNERS TO / �> `1 W f/ USE GASKET I o O rn O of USE GASKET TUUV// / Z 0_Z �. AND/OR SEALANT I I� // AND/OR SEALANT ///J� F- O O Z o EQUAL-LEG FRAME I © N Z CO 7aa45 / FLANGE FRAME / / Z !n A EQUAL-LEG FRAME / MITERED FRAME WITH INTERIOR I / / MITERED FRAME WITH INTERIOR Q 0 Z AND EXTERIOR FRAME WELDS I �AND EXTERIOR FRAME WELDS 2 ❑ � ato�5 FLANGE FRAME (SHOWN)OR CORNER KEYS AT F� (SHOWN)OR CORNER KEYS AT u. Z F 30 SCREW BOSSES.SEALANT AT ALL CORNERS O I I SCREW BOSSES.SEALANT AT ALL CORNERS 0 iX LI N C> 30 {�-J} W X O �a a LL m a((i1 'asa0 s uas A.LYNN MILLER,P.E. P.E.l,58705 S 2.784" 2.784" 2.764' TABLE 9: .094' _41 .094" 1 .094' --�-�Imo- I#m PGT Part# Description Material 074" 06z^ 074" 062" 074^ 062' 1 4253C Flanged Frame Alum.6063-75 1.3751"� 1 1.375" 1.875" PRODUCT REVISED 2 4285 Equal4eg Frame Alum.6083-T5 438' soo' 43a^ 500' 438° a comptyieg with dw Pivrida 000". Bui)&ag Code 3 4256 Integral Fin Frame Alum.6083-T5 500' �-. .850^°0°B �--4— .oso^iQ00G ���+ .050'20°9G' n.> uoa No O 2 4 4255 7/16'Laml.Glass Beading Alum.6083:M 1.125' t tsmtWnDate O FLANGE FRAME O EQUAL-LEG FRAME o7r 5 4254 I.G.Glass Beading Alum.6063-T5 #4253C,6063-T5 94285,6063-T5 �— a. Pro'k.t U21#6 Installation Fastener Cover Alum.6063-T5 FIN FRAME Installation Fastener Co er Rigid PVC O #4256,6063-T5 Gasket(at 90'comerjoints) Polyethylene Tia Vinyl Bulb Weatherstrip FIBX PVC,Duro.85+/_1 1 —+I 1.206' r+ ��� .346" °� JR-05/05/16-ADDED THIS SHEET Dow 899,GE 7700 Silicone or Equiv. 1'037^ WITH SPACERS 8 MOVED PARTS. Setting Block,Mono.3/16'x 7/16"x 4° Neoprene,Duro.85+/_1 875' hull L4^„9 I > Setting Block,I.G.3/16"x 13/32'x 4' Neoprene,Duro.85+/-1 a 6 x 1-1/4"FH SMS Stainless Steel .050" Tim '050 oso' c W m 30 781PQX #8 x V Quad PH SMS Stainless Steel 3/16"&1/4" I.G.GLASS INSTALLATION > O '^°a OGLASS BEADING O BEADING 68 FASTENER COVER W o #4258,6063-T5 #4254,6063-T5 #4270,6063-T5 > N ti al°0 K m OJ WN O J N J 00 Z .°o 17- Z Z LL N LL co J "wo 0 Ld W UU XLn 6 2 o ALUMINUM H Z m 0 'T 0 W ry SILICONE HOT-MELT BUTYL REINFORCEMENT POLYISO- DESICCANT FILL AREA on O Z Z s�0 STRUCTURAL BUTYLENE o O rn O_ O `L 5/16"NOM. Z d Z LL STRUCTURAL SILICONE 5/16"NOM. SEAL 3116"NOM. Q U O 1/4"NOM. FOAM BUTYL 8 SILICONE SEAL J POLYISOBUTYLEN ¢ z WITH DESICCANT WITH ROLL-FORMED DESICCANT Z DESICCANT FOAM STAINLESS STEEL ® a � < 1aa45 EXT.GLASS EXT.GLASS EXT.GLASS Z EXT.GLASS 2j O 10- 0 U) Z Q ❑ 2' a,°ag Z_ INT.GLASS INT.GLASS INT.GLASS INT.GLASS C! W N N O nm 75 KODISPACE 76 SUPER n DURASEALID 7g XL EDGET" u m aaa 0 4SG TPS SPACER®NXT'm SPACER SPACER a„1 °saa,a„as TABLE 10: , Part# Description Material 75 Kommedm9 4SG TPS Spacer System - 76 Quenex Super Spacer nXr with Hot Melt Butyl See this Sheet far 77 Quanex Dureseal Spacer Materials ,.. 78 Cardinal)L Edge Spacer A LYNN MILLER,P.E. REFERENCE TEST REPORTS:FTL-8717,8968&8970 P.E.#56705