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Company: The Home Depot At Home Services Job Description: Replacing 27 windows and Prepared By: Amber Client Name: Manning Project Number: 8944303 Version 10.0 �/ n ■t''��`,W .. �L Conforms wRh ASCE 7 10 0 201ZStruq;uses Intem4 DESIGN PRESSURES FOR WALL COMPONENTS&CLADDING Design Data Building Data Wind Velocity(mph) 160 Mean Roof Height 13 Risk Category 2 Building Width(ft) 78 Exposure Category D Building Length(ft) 88 Directionality Factor 0.85 Roof Slope (x:12) 4 Internal Pressure Coefficient+/ 0.18 Design pressures listed below are: Allowable Stress OPENING OPENING LOCATION OPENING OPENING DIMENSIONS MAXIMUM POSITIVE MAXIMUM NEGATIVE MARK DESCRIPTION ZONE ELEVATION WIDTH(INCHES) HEIGHT(INCHES) PERSSURE(PSF) PRESSURE(PSF) 1 5500-PW 5 5 . 26 33 40.6 -54.4 2 5500-SH 5 5 26 75 39.8 -52.8 3 5500-PW 5 5 52 33 40.2 -53.5 4 5500-SH 5 5 52 75 38.0 -49.1 5 5500-SH 5 5 36 37 40.6 -54.4 6 5500-SH 5 5 26 63 40.3 -53.7 7 5500-SH 5 5 26 63 40.3 -53.7 8 5500-PD-F 5 0 36 96 38.3 -49.8 9 5500-SH 5 5 52 72 38.1 -49.4 10 5500-SH 5 5 52 72 38.1 -49.4 11 5500-SH 5 5 52 72 38.1 -49.4 12 5500-SH 5 5 52 72 38.1 -49.4 13 5500-SH - 5 5 52 72 38.1 -49.4 14 5500-SH 5 5 52 72 38.1 -49.4 15 5500-SH 5 5 52 72 38.1 -49.4 16 5500-PD-F 5 0 36 96 38.3 -49.8 17 5500-SH 5 5 36 63 39.4 -52.0 18 5500-SH 5 5 36 63 39.4 -52.0 19 5500-SH 5 5 26 63 40.3 -53.7 20 5500-SH 5 5 26 63 40.3 -53.7 21 5500-SH 5 5 36 37 40.6 -54.4 22 5500-SH 5 5 36 37 40.6 -54.4 23 5500-SH 5 5 52 63 38.5 -50.1 24 5500-SH 5 5 52 63 38.5 -50.1 25 5500-PW 5 5 52 35 40.0 -53.2 26 5500-SH 5 5 52 75 38.0 -49.1 27 5500-PW 5 5 1 26 33 40.6 -54.4 28 5500-SH 5 5 26 75 39.8 -52.8 Width of End Zone(a)in feet=5.2 5 h �Q 5 I O 4I L 0 PNl 0 Y i 5 5 - - , on=M-s STRUCTURES INTERNATIONAL.LLC .�.att, rvcSccctia aas+Fsr.. cm: 1/25/2016 3:14 PM l Company: The Home Depot At Home Services Job Description: Replacing 27 windows and Prepared By: Amber Client Name: Manning Project Number: 8944303 -Version 10.0 `s �`)201ZSt ctures,tnt'eirtaLo aConformwdhA5CE710 i uc NQAL 2> DESIGN PRESSURES FOR WALL COMPONENTS&CLADDING Design Data Building Data Wind Velocity(mph) 160 Mean Roof Height 13 Risk Category 2 Building Width(ft) 78 Exposure Category D Building Length(ft) 88 Directionality Factor 0.85 Roof Slope (x:12) 4 Internal Pressure Coefficient+/- 0.18 Design pressures listed below are: Allowable Stress OPENING OPENING LOCATION OPENING OPENING DIMENSIONS MAXIMUM POSITIVE MAXIMUM NEGATIVE MARK DESCRIPTION ZONE ELEVATION WIDTH(INCHES) HEIGHT(INCHES) PERSSURE(PSF) PRESSURE(PSF) 29 5500-HR 5 5 74 36 39.0 -51.2 30 5500-PD-F 5 0 74 96 36.4 -46.0 Width of End Zone(a)in feet= 5.2 5 k �0 5 1 O 4 o - Y i �O 5 5 - Y s� STRUCTURES INTERNATIONAL,LLC �.�- _.c:o�'dsrn�s:r.,p°rSc�orevscsz ac«;�rrta t:•.�7s±res" -.Y. 1/25/2016 3:18 PM Milton and Lois Manning,#8944303 7425 Laurels Pl. Port Saint Lucie,FL 34986 ---------------------------------_---_---------------------------------- Replacing 27 windows and 3 doors size for size with impact. The cost of the job is 11.5%of the structures' assessed value. � 15 16 . i 14 17 12 13 ® Q 18 10 11 �7 19 20 21 0 29 0 23 20 25 Garage 24 ........................................................_.........................................................................................................................................................................,......................... :............................ 1 Picture Window 26"x 33" Entry FL 243.4 + 40.6,1-154.4 2 Single Hung Window 26"x 75" Entry FL 239.2 + ;39.8, - 52.8 3 Picture Window 52"x 33" Entry FL 243.4 + !40.2,.-153.5 4 Single Hung Window .52"x 75" Entry FL 239.2 + 38.0; - 49.1. 5 Single Hung Window 36"x 37" Bathroom FL 239.2 + 140.6,'-j 54.4 6 Single Hung Window 26"x 63" Bedroom FL 239.2 + >40.3, - 53.7 7 Single Hung Window 26"x 63" Bedroom FL 239.2 + 40.3, -353.7 8 Swinging Door 36"x 96" Bedroom FL 331.3 138.3, - 49.8 9 Single Hung Window 52"x 72" Bedroom FL 239.2 + X38.1,1-149.4 10 Single Hung Window 52"x 72" Bedroom FL 239.2 + 138.1,:-149.4 11 Single Hung Window 52"x 72" Kitchen FL 239.2 + 138.1.,1-149.4 12 Single Hung Window 52"x 72" Kitchen FL 239.2 + 138.1, .-149.4 13 Single Hung Window 52"x 72" Kitchen FL 239.2 + 38.1,1- 49.4 14 Single Hung Window 52"x 72" Living Room FL 239.2 + 38.1, 49.4 15 Single Hung Window 52"x 72" Living Room FL 239.2 + ;.38.1, -149.4 16 Swinging Door 36"x 96" Living Room FL 331.3 + 38.3, -149.8 17 Single Hung Window 36"x 63" Living Room FL 239.2 + i39.4,:- 52.0 18 Single Hung Window 36"x 63" Living Room FL 239.2 + :39.4, 152.0 19 Single Hung Window 26"x 63" Bedroom FL 239.2 + :40.3, - 53.7 20 Single Hung Window 26"x 63" Bedroom FL 239.2 + 340.3,1- 53.7 21 Single Hung Window 36"x 37" Bathroom FL 239.2 + 44.6, -154.4 22 Single Hung Window 36"x 37" Bathroom FL 239.2 + :40.6, - 54.4 23 Single Hung Window 52"x 63" Bedroom FL 239.2 + ;38.5,;-3 50.1. 24 Single Hung Window 52"x 63" Garage FL 239.2 + 138.5, - 50.1 25 Picture Window 52"x 35" Entry FL 243.4 + 44.0, - 53.2 26 Single Hung Window 52"x 75" Entry FL 239.2 + 138.0,:- 49.1 . 27 Picture Window 26"x 33" Entry FL 243.4 + ;44.6, - 54.4 28 Single Hung Window 26"x 75" Entry FL 239.2 + ;39.8, -;52.8 29 Half Round 74"x 36" Entry FL 243.4 + !39.0,'-151.2 30 Swinging Door 74"x 96" Entry FL 331.3 + .36.4,;'-146.0 Line items 1 and 2 are being mulled together. Line items 3 and 4 are being .mulled together.'All are using NOA 14-1105.41. 1/25/2016 Florida Building Code Online �a x t � , s FiG'da Nprtrrieni�' BCIS Home Log In User Registration # Hot Topics Submit Surcharge Stats&Facts €, Publications FBC Staff BCIS Site Map ; Links aSearch B.usine(s t� Professi n2 I USER:PubliProduct icc UseerOVal RCguW14f1 Product Approval Menu>Product or Application Search>Application List>Application Detail s R FL# FL239-R22 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 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 Single Hung 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 -09/14/2015 Date Validated 09/18/2015 https:/Avww.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDquSlBuBCAEmBE7OC31VX3PG4GLkskJxsEs%3d 1/3 1/25/2016 Florida Building Code Online Date Pending FBC Approval Date Approved 09/18/2015 Summa of Products FL# Model,Number or Name Description 239.1 SH - 200(Non-Impact) Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R22 C CAC 15-0528.22.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 09/01/2016 Design Pressure:N/A. Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance FL239 R22 II 15-0528.22.Odf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details, and anchor type, size, and spacing Information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.2 SH - 500(Large Missile Impact) WinGuard Vinyl Single Hung Window Limits of Use Certification Agency Certificate ,Approved for use in HVHZ:Yes FL239 R22 C CAC 15-0612.12b.ndf - I 'de HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 01/08/2019 Desi ure: /A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance FL239 R22 II 15-0612.12b.odf (NOA)for product•performance information, anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.3 SH -600(Non-Impact) Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R22 C CAC 15-0519.07.Odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 01/26/2021 Design Pressure: N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance FL239 R22 II 15-0519.07.odf (NOA)for product performance information, anchorage Verified By: Miami-Dade BCCO-CER details, and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.4 SH -700(Large Missile Impact) Aluminum Single Hung Window. Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R22 C CAC 15-0519.08.Odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/26/2021 Design Pressure:N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance FL239 R22 II 15-0519.08.Odf . (NOA) for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details, and anchor type,size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.5 SH -800(Large Missile Impact) Multi-Story Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R22 C CAC 15-0609.02 LM.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 05/03/2017 Design Pressure:N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance FL239 R22 II 15-0609.02 LM.odf (NOA)for product performance information, anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.6 SH - 800(Small Missile Impact) Multi-Story Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R22 C CAC 15-0609.03 SM.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 05/03/2017 Design Pressure: N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance FL239 R22 II 15-0609.03 SM.Ddf (NOA)for product performance information, anchorage Verified By: Miami-Dade BCCO-CER details, and anchor type, size,and spacing information. Created by Independent Third Party: Evaluation Reports https://www.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDquSlBu8CAEmBE70C31VX3PG4GLkskJxsEs%3d 2/3 i M IAM I•DpeDE 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 NO CEPTANCE NOA rnvw.miamid ade.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 duality 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 'ucltadin,�tlm.�.ligl�V.,elncity Hnrric - DESCRIPTION: Series"SH-500 Vinyl"White PVC Single Hung Window—L.M.I. APPROVAL DOCUMENT: Drawing No. 5191-1, titled "Vinyl Single.flung Window, Large Missile Impact"" sheets 1 through 11 of 11, dated 08/07/08,_ with revision D dated 06/01/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami-Dade County Product Control Section Revision stamp with the Notice of Acceptance number and expiration date by the Miami— MISSILE IMPACT RATING:Large and Small Missile Impact Resistant ABFLING: 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#13-1009.05 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. 15-0612.12 MIAMI-C COUNTY Expiration Date: January 08,2019 �13 j5 Approval Date: July 23 2015 Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted render NOA No. 08-0820.14) 2. Drawing No. 5191-1; titled "Vinyl Single Hung Window, Large Missile Impact", sheets 1 through 11 of 11, dated 08/07/08,with revision D dated 06/01/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202794 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 SH-500 vinyl single hung tilt window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5710, dated 08/13/08,signed and sealed by Carlos S. Rionda,P.E. (Submitted under NOA No. 08-0820.14) 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 outswing French door, prepared by Architectural Testing, Inc., Test Report No. ATI-84576.01-401-47, dated 10/31/08, signed and sealed by Joseph A. Reed,P.E. (Submitted under NOA No. 08-0820.14-For Reference only) C. CALCULATIONS 1. Anchor verification calculations and stiuctural analysis,complying with FBC-54" Edition(2014), dated 06/05/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). Manu Per ,P.C. Product Contr I C aminer NOA No. 5-0612:12 Expiration Date: January 08,2019 Approval Date: July 23 2015 E-i i PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED . I 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. 12-1017.02 issued to Quanex Building Products,Inc.,for their"White Rigid PVC Exterior Extrusions for Windows and Doors"dated . 02107/13, expiring on 12/26/16. F. STATEMENTS 1. Statement letter of confonnance, complying with FBC-51h Edition(2014),dated June 1, 2015,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated June 1, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. G. OTHERS 1. Notice of Acceptance No. 13-1009.05,issued to PGT Industries for their Series "SH-500 Vinyl"White PVC Single Dung Window-L.M.I."approved on 11/14/13 and expiring on 01/08/19. Manue]'PerezAli , Product Control Exa i r NOA No. 15-0612.12 Expiration Date:.January 08,2019 Approval Date: July 23 2015 E-2 GENERAL NOTES:LARGE MISSILE IMPACT SINGLE HUNG BOX FRAME AND INTEGRAL FIN WINDOWS NOA DRAWING TABLE.OF CONTENTS SHEET 1.GLAZING OPTIONS., GENERAL NOTES....................................I A.3/4.LAMI I.G.GLASS COMPRISED OF(1)LITE OF 1/8-TEMPERED OR ANNEALED GL�A$S, AIRSPACE AND 6116-LAMINATED GLASS WHICH IS COMPRISED ELEVATIONS............................................2 OF(2)LITES OF 1/8-ANNEALED GLASS WITH AN.090 INTERLAYER OF BUTACITE WPVB BY KURARAY AMERICA,INC. GLAZING DETAILS :.............................3 B.7/8"LAMI I.G.GLASS COMPRISED OF(1)LITE OF 1/0"TEMPERED OR ANNEALED G1hSS, AIRSPACE AND 5/10-LAMINATED GLASS WHICH IS COMPRISED GLAZING DETAILS ........................; 4 OF(2)LITE$OF 1/8'ANNEALED GLASS WITH AN.090 INTERLAYER OF BUTACITE(*VB BY KURARAY AMERICA,INC. SECTIONS,I.F.FRAME............................5 SECTIONS,BOX FRAME.........................6 2.CONFIGURATIONS:Ill AND PROVIEW PARTS LIST --.-...............--7 EXTRUSIONS............................................6 3.DESIGN PRESSURES:+60/-70 PSF(ALL GLASS TYPES LISTED ABOVE) ANCHORAGE SPACING,BOX FRAME.-9 ANCHORAGE DETAILS,BOX FRAME 10 A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND ASTM E 1300. ANCHORAGE DETAILS,I.F.FRAME 11 B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. C.IF A TEMPERED CAP IS USED MAX.DP IS-501+50 PSF. 4.ANCHORAGE.THE 331/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,CURRENT EDITION. SEE SHEETS 9 THROUGH 11 FOR ANCHORAGE DETAILS. 5.SHUTTERS ARE NOT REQUIRED.FOR INSTALLATION OF UNITS ABOVE 30 FEET FROM GRADE IN THE HVHZ THE EXTERIOR CAP OF INSULATED GLASS UNITS MUST BE TEMPERED. A 6.REFERENCES:TEST REPORTS FTL-5710. ANSI/AF&PA NDS FOR WOOD CONSTRUCTION ADM ALUMINUM DESIGN MANUAL QUANEX BUILDING PRODUCTS,INC.(WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS AND DOORS) 7.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). PRODUCT REVISED as complying with the Flotilla Building Code tIcplamxllo in nc mil /11111111 st 0•64105 Rr dr -7 NOTESLOCK 5l GENERAL NOTES D.G. NO CHANGE THIS SHEET N.VENICE,FL 34276 FLO0 j'- z. ..... A—dor '45 0 Przy- 4 1070 YECHNOLOGY DRIVE JJ 1(W7/11 C 2010 FBC UPDATE P.O.89X 1520 Vinyl Single Hun Window rge 11. La M Sao ImpactS 11 N.VENtCr;,FL34274 visibly Re"'or SHW A.A4141LLER,P.E. D.G. FL COA M296 FL P.E.#58705 52 1/8"MAX, 55 318"FRAME O.R. 48"FIXED WIDTH DLO 52118 MAX' 48"FIXED WIDTH DLO 5. SEE SHEET 9 S. 4118"O.C. MAX. FOR ANCHORAGE 8" MAX, MAX.TYP. REQUIREMENTS MAX. TYP, I r MAX. I 1 33 3/4" 1 33 3/4" FIXED / FIXED HEIGHT DLO j HEIGHT DLO 75" 75" MAX. MAX. mug p Q I a tu 10" 78114" z U w MAX. FRAME w¢ ! O.D. w� 1 O 33 33 34 SH SASH /// SASH HEIGHT DLO HEIGHT DLO I^ n PRODUCTREVISSD os coatplyiug with tho Ftmida Buitdiug Code ACCCIU Dce No �•• 6' Im11D Date )c( MAX. 4"SASH 2 1/4" R 1: 45 3/4"SASH WIDTH DLO MAX. My:;,d Dar.PmAnet nn ` BOX FRAME INTEGRAL FIN TYP. MAX.SIZE=52.125"X 75" MAX.SIZE=52.125"X 75" LYNN NOTE: 58705 c = i.FOR BOX FRAME SECTIONS SEE SHEET 6 AND ANCHORAGE INFORMATION SEE SHEETS 9 AND 10, No. — 2.FOR INTEGRAL FIN FRAME SECTIONS SEE SHEET 5 AND ANCHORAGE INFORMATION SEE SHEET11.BY. f �SCOG�Df/f3 R D NO CFlANDES TNf55HEET " %�(� •, Sl )�:>U� D� R" *a 1WO7ECHNOLOGYDRNE ELEVATIONS D.O. 17/18478 B ADDED ID'MAX.DIMENSION TOBOX FRAME ELEVATION N.VENICE,FL 34275 tv� fi� rCORIO�^.•' \``� w ,f arr11 R'c NO CHANGETMS SHEET P.O.BOX 1528 ===+� Vinyl Single Hung Window,La a Missile Impact `ri,SZOWM-1 orMnei'dac D.n: N.VENICE,FL34274 Vtr161yBetter 4ai aux °'"4pNa' "" A.&NNIMIILLE13,P.E. D.G. DBm7A>s BHSt70 Anrs z «11 5191-1 D FL P.E.#58705 -314"OVERALL GLASS NOMINAL 3/4"OVERALL GLASS NOMINAL 1/8"ANNEALED --5/16"LAMI GLASS NOMINAL —51W LAMI GLASS NOMINAL 118"ANNEALED GLASS GLASS AIRSPACE BUTACITE 0 AIRSPACE—— .090'BUTACITE PV13 INTERLAYER — VB TERLAYER 1/8*TEMPERED OR BY KURARAY AMERICA,INC. 1/8"TEMPERED OR ANNEALED GLASS— ANNEALED GLASS BY KURARAY AMERICA,INC. —118"ANNEALED 118"ANNEALED GLASS GLASS OR 35 35 011(3639 ) 112"NOMNOM LASS BITE GLASS BITE 41 1 41 OUTSIDE OUTSIDE E:1F1 -EE U PRODUCI'REVISED n wmplyb%With the Flodds "etdblt,Colo A P'y'_"' 0 'i.this OPTIONAL 4 3 OPTIONAL _i..' ode produol FLANGE FLANGE Iyttrrr 3/4"LAM] I.G.GLAZING DETAIL 3/4"LAMI I.G.GLAZING DETAIL 41zv ILYNIV WITH 5/16"LAMI GLASS AND 118"CAP WITH 5/16"LAM! GLASS AND I/8"CAP BOX OR INTEGRAL FIN FRAME BOX OR INTEGRAL FIN FRAME, No.58705 (BOX FRAME SHOWN) (INTEGRAL FIN FRAME SHOWN) Sc d'i� R—ditr- 0 Sc O&VI/15 D NO CHANGES 7NS SHEET D.G. R.1~ DRIVE G DETAILS 7&;--1z5F 121008 8 NOCHANGETHISSREET N.VENICE,FL34275 7-- 11 S, ... ji fa'07/11 C ' NO CHANGE THIS SHEET' P.O.EIQX is Vinyl Single Hun Window,La�Missile Impact ///,'ZONAU N.VENICr.FL34274 Visibly Better 'i4qULL9" �-"0-- 1 A.L R,P.E. D.G. 06107109 =H- 17 1 FU11.1 3_- 11. j"6191- D FL P,E.#58705 7/8"OVERALL GLASS NOMINAL 7/8"OVERALL GLASS NOMINAL 5/16"LAMI GLASS NOMINAL 5/16"LAMI GLASS NOMINAL 1/8"ANNEALED 118"ANNEALED GLASS GLASS AIRSPACE .090"BUTACITE® AIRSPACE .090"BUTACITE® PVBINTERLAYER PVBINTERLAYER AN TEMPERED BY KURARAY AMERICA,INC. 118"TEMPERED SS BY KURARAY AMERICA,INC. ANNEALED GLASSSS ANNEALED GLASS 1/8"ANNEALED1/8"ANNEALED GLASS _ GLASS 31 OR 32 31 OR 32 1/2"NOM 112"NOM 3g GLASS BITE 39 GLASS SITE 40 40 O OUTSIDE OUTSIDE El] PRODUCT REVISED u complying%" the Elmld¢ AC Plg ,Ndc J5-0612.12 cceptv¢e o Ex Imtla Date C, 4 3 Ey a OPTIONAL OPTIONAL Miami nde rad"ct voi FLANGE FLANGE 7/8"LAMI I.G. GLAZING DETAIL 7/8"LAMI I.G.GLAZING DETAIL YNR, WITH 5/16"LAMI GLASS AND 1/8"CAP WITH 5/16"LAMI GLASS AND 1/8"CAP `,��`��°N�.... BOX OR INTEGRAL FIN FRAME BOX OR INTEGRAL FIN FRAME NO.58705 (BOX FRAME SHOWN) (INTEGRAL FIN FRAME SHOWN) _ _ 7711,171 SC% 08g1lf5 R O NO CHANGES7NISSHEEi ��p 'E. D- 1878TECNNOLOGYDRNE GLAZING DETAILS �`c••,F�oRIDa•,•'�\�� D.G. 1?/18R)8 B NO CHANGE THIS SHEET N.VENICE,FL 34275 ,,�<<S \�`�`� ",� x.K, : 14hyl Single Hun Vlllndow,Large Missile impact �, /ONM, JJ 1GV7/11 C NO CHANGE THISSHEET P.O.eqx 1528 �� a y. M, p," 1 ow yN.VENICE,FL34274 Vbibly Better A. yNN MlULE`I2,P.E. c—iD O 7/oB F SH5W NTS 4 d 11 5191-1 D FL P.E.#58705 MAX.DAYLIGHT OPENING SASH— OP77ONAL 11 31 82 12 FLANGE 36 36 CD 40 41 40 41 M) OPTIONAL DAYLIGHT 31 40 41 OUTSIDE FLANGE OPENING FI ED 32 _t948 X.DAYLIGHT OPENING FIXED TYP. 35 WINDOW WIDTH 36 HORIZONTAL SECTION (INTEGRAL FIN) MAX. 5 WINDOW 40 41 HEI 3HT 6 DAYLIGHT OPENING S SH >_ PRODUCT REVISED ns mmPlying with the F7txtdi dl HOT 40 41 13L N, Co "J(' D", Iq WELD 11 mij."I ld'I"'dlt UNN HOT WELD CORNER ASSEMBLY VERTICAL SECTION (INTEGRAL FIN) (INTEGRAL FIN) 3 NO.58705 Rend Br: - 7 SO j ZI/115 "'D NOCHANGES THIS SHEET AF '41; 1070 TECHNOLOGY DRIVE SECTIONS,INTEGRAL FIN FRAME D,G. 12118M 8 NO CHANGE THIS SHEET N.VENICE,FL 34275 PC; u ii 1 7/11 c NO CH4NGE THIS SHEET P.O.BOX 1529 hy, g a ung Window,L� M45-s-11AS IM a� oAl Dw- Me �sf 6MIF-_ N.VENICd,FL34274 Vhibly Better -- A 14fU lUxll,P.E. D.G. OW7108 SHW NTS D EL 90A t&M6 5 '11 D FL P.E.#58705 MAX.DAYLIGHT OPENING SASH — 2 OPTIONAL 11 31 32 12 FLANGE 35 86 2 00 2 M 40 41 40 4iM OPTIONAL DAYLIGHT 40 41 OUTSIDE FLANGE OPENING 31 F1 ED' 32 TYP. ---MAX.DAYLIGHT FIXED—j 35 --------- AX.WINDOW WIDTH 36 HORIZONTAL SECTION (BOX FRAME) MAX. 5 9 WINDOW HE]3HT 6 11 40 41 DAYLIGHT OPENING S SH 2 PRODUCrREVISED w=np1yioSxviththe FjoTjd. 9 Cod. nuildin L 13 AccepiwiceNols—we-12. —HOT 40 41 Ziimffonmwt� jq WELD Miami "d.P.d"t, .1 11 -do pmdad 01 LI-0 liillitl HOT WELD CORNER ASSEMBLY VERTICAL SECTION (BOX FRAME) (BOX FRAME) 4 No,58705 liee, T, SO, GWII15 D No C) STTf TE ORNE SECTIONS,BOX FRAME 1070 TECHNOLOGY Hun _n Missile NO CHANGE THIS SHEEr P.O.BOX 1520 D.G. 1211— NO CHANGE THIS SHEET N.VE,,,C�, R—W Vfn34 Single H" M dow,Large M' It, Impact 10NAU Er LYN R,P.E. N.VENICE.FL 34274 Visibly DeMr A. N FL COA#29206 SHWO aH. FL P.E.#58705 ITEM DWG NO. PART# DESCRIPTION ITEM DWG NO. PART# DESCRIPTION 803 215 1 9521 65183 W 83RAL FIN FRAME FEADB JAMB Thr LAW I.G.GLASS:Jig "TBJTEld'�OUTBOARD- 2 9871 89871 BOX FRAME HEAD B.JAMB 31 AIRSPACE-118"ANNEALED-.090"BUTACTTEDPV8 INTERLAYER-1/6"AWEALEO(5/16"LAW 3 9520 65164 INTEGRAL FlNFAMESLL o , 7/6"LAMLG.GLASS:1/8"AN.'EALEDCUi80ARD- 4 9870 69874 BOXFRAMFSILL FIN FR 32 AIRSPACE-116'ANNEALED-OW BUTAC[TEM PVB .0351 IEM 40, 5 7940 65102 FIXE:)MEETING RAIL INTEF AY ER-118"ANNEALED 5116"LAM) 6 7126.1 65103 MEETING RAIL REINFORCEMENT 33 I.G. BEAD 7 7942 65109 SASHSTOP MATL:White Ridged PVC 8 8873 65117 BALANCEOOVEtS 34 9 7092 65105 SASH NTETiLoac by Quanex Building Products,Inc. 9 616445 SASH WSTP .rERLOC70FWSEAL 3/4"LAM I.G.GLASS:1/8"Ta.467E�oun3OARD- DWG NO.6492 11 70921 65114 SASHRB87 X.27 FIN 35 ARSPACE-1/WANNEALED-.DW'BUTACTTEMPJB PTfeLAM LG.-116"ANNEALED(5116"LAM) ,272 12 7093 65108 SASH S®ERA6_ 314"LAM LG.GLASS:118"ANNEALED OUTBOARD- 13 7745 85113 SASH LIFT RAIL 36 AIRSPACE-116"ANNEALED-.090"BUrAt7TE4DP/B 14 1669 716698P MRSUPFCRTRATE INTERLAYER-1/8"ANNEALED(5r1B'LAM) _ 15 158110 71694 TI.TBALANCESHOES 37 ITEM 41, 16 16W 7FRfSSPF PIVOT BARS 38 17 76208SLAW CAM SWEEP 39 SILICONE DOW 1199 SDL BEAD 18 76133SLKW CAM SWEEP LOCK KEEFER 40 6492 65112 GLAZING BEAD 19 79803WF WEEP HOLE COVER 41 8483 65148 SG.GLAZING BEAD MATL:White Ridged PVC 20 7675r+n RHTLTLATCH by Quanex Building Products,Inc. 21 7875LHrL LH TILT LATCH DWG NO.8483 22 716698P ALUM.SCREW SUPPORT RATE 23 71038W INSTALL HOL.ER.U3 NOTE: ALL EXTRUDED VINYL MANUFACTURED 24 71684K SETTING BLOCK BY QUANEX BUILDING PRODUCTS,INC. 25 71684AK "SETTING BLOCK-SELF ADFESNE 26 76x1 FPTWX 6 X 1e FH TECH(410 SS PAINTED) 27 7612FPIWX 6 X I@"FH(410 SS PANTED) 28 76XZTPA41OX 8X2"711 VWLSaUW- SS 29 76X114FPAB410X#8 X 1114- 30 114"30 8XIFPAX #8 X 1" 1.440 r_1.410 (I-+----x.235 I .870-- .235 PRODUCT REVISED IhD as mmyll•ing with the Floddo .05 .5 B pwldrng Cob 1.835 •065 Acceptance Nn t •0 ! .t 1.647 1 18 L'x imtion Data Iq .065 .OBO py .063 - Mlfuni ¢ Product ' trot ITEM 11, SASH REINFORCEMENT MATL:Alum.(6063-T6) ITEM 51 ITEM 6, ITEM 9, DWG NO.7092.1 �. otJ�V FIXED MEETING RAIL FIXED MTG. RAIL REINF. SASH INTERLOCK MATL:White Ridged PVC MATL:Alum.(6063-T6) MATL:White Ridged PVC = ND.56705 ; by Quanex Building Products,Inc. DWG NO.7126.1 by Quanex Building Products,Inc. _ ��� DWG N0.7940 DWG NO. ,•v . J I-t 7 '�; ne..e ar ore: newne o.nim�.s � �'., T 1'E OF SC 06/07/15 D NO CHANGES THIS SHEET 1070 TECHNOLOGY DRIVE PARTS LISTAND EXTRUSIONSFLDRIo�,.\������ or. oen n. D.G. 1711&08 B ADDED DIMENSlONSTOALUM.ED(TRUSIONS N.VENICE,FL 34276 —AC;T —Vinyl Sin ie Hun Window,Lame Missile Impact ,��� Z R.HYmc JJ 10/07/11 C NO CHANGE THIS SHEET F.O.Box ts29 �,,,,y U. an.c u..ryM. a.. A.LYNNIMILL�'R,P.E. O—.r t7.ti N.VENICE,FL 34274 VtslbtyBetw SHWO NTS 7 r 11 5191-1 D FL P.E.#58705 D.G. 08107/08 OPTIONAL 3.250— FLANGE 3.250 —3.250 -i Li lI 2.*84 .040 iir 2 84 • .040 .060 060 2.(00 I �D .040 DDDDDDDDD CD UDD 1 I 06 .060 j ITEM 2, BO ITEM 3, INTEGRAL FIN SILL X FRAME HEAD/JAMB MAT'L:White Ridged PVC — MAIL:White Ridged PVC OA,—Iu ITEM 4, Z OPTIONAL by Quanex Building Products,Inc. by Quanex Building Products,Inc. FLANGE BOX FRAME SILL FLANGE DWG NO.9285 DWG No9288 MAT'L:White Ridged PVC by Quanex Building Products,Inc. DWG NO.9286 OPTIONAL 1.910 FLANGE --3.250 .647 1. 47 .055 V60 .065 3.(25 PRODUCT REVISED or camplying with the Florida '"Idirig,el .040 ❑ 'A ,NoI-5-0%2,I ITEM 12, ITEM 13, By SASH SIDE RAIL SASH LIFT RAIL Irro 060 ' ' dc".". coo., MAIL:White Ridged PVC MAT'L:White Ridged PVC by Quanex Building Products,Inc. by Quanex Building Products,Inc. DWG NO.7093 DWG NO.7745 VyNjV .......... ITEM 1, INTEGRAL FIN HEADMAMB Ilo.58705 MAT'L:White Ridged PVC by Quanex Building Products,Inc. DING NO.9287 so 17� —Afr r Owl/is D THISSHEET' TRUSIONS 701 11070 TECHNOLOGY DRIVE D.O. 121fem 8 NO CHANGE MIS SHEEr TOW N,VF.NICE.FL34276 ....... ji lav'?/ti 0 NO CHANGETNISSHEETP.O.BQX1529 Vinyl Single Nun Window,Large Missile Impact "",'9/OtqA1 N.VENICE.FL34274 Visibly Ben I--"- A.[W4 mic�t ,P.r=. D.G. OW7108 EL QOA 922-8 D FLP.E.AS8705_ ANCHOR QUANTITIES TABLE 1 WINDOW Wpm ANCHORAGE NOTES FOR BOX FRAME: View 1.ANCHOR TYPES: 1-#10 SCREWS 111 16 20 24 26 32 3ti 40 44 46 521/8 2.3/16"ULTRACONS Fired Sash (CONCRETE OR GROUT-FILLED CMU) 2.ANCHOR LOCATIONS ARE BASED ON THE 36 24 1 1 1 1 1 1 1 1 1 2:v- 1 1 1 1 1 2 2. FOLLOWIING DIMENSIONS. HEAD- 5"MAX.FROM TOP CORNERS W 25 45 30 _1711-1 JAMBS-9"MAX,FROM TOP CORNERS' 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 2 1 2 2 (`NOT TO EXCEDE 1/4 OF TOTAL WINDOW HEIGHT) 6"MAX.FROM BOTTOM CORNERS N 30 54 36 1 1 1 1 1 1 1 1 2 1 2 1 2 1 2 1 2 2 4"MIN.BELOW MTG.RAIL D SILL-ANCHORS NOT REQUIRED O 35 62112 42 1121 1 F2_j2 1 2 1 2 1 2 1 2 2 2 2 2 2 2 3,INSTALL PER THE ADJACENT TABLE ANCHOR W 40 46QUANTITIES USING THE DIMENSIONAL CRITERIA OF 2 2F_21 2 212- 212 2 2 2 2 2 2 –2--r-3 2 3 2. H 45 X 542 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 3 2 $ 4.ANCHORAGE SHOWN FOR BOX FRAME WITH OR WITHOUT E OPTIONAL FLANGE. l 50 60 _2_F2_ 2 2 2 2 2 2 2 2 2 1 3 2 1 3 2 1 8 2-TY 5.FOR INTEGRAL NAI F&ALAE ANCHORAGE,SEE SHEET 11. cow H 55 66 -2-F3 _273- 2 3 2 2 3 2 3 3 2 3 -2-T-3 3 / T —i- — =__r 2 60 72 2 3 2. 3 2 3 2 2 3 2 2 3 3 3 3 46 21l2 75 3 3 3 33 3 3 3 3 3 3 3 3 3 3 3 3 4 3 tExample:52.125 x 75 For 1/1 Windows Anchors required in the headAnchors required below the MTRAnchors required.above the MIRExample:52.125 x 62.500 For View Windows rRooucraevlseo 1n6" ns cmnpfying With 11M Florida 52,771 `' N-Rding Code 3 Head" 3 ! I 52 I I 1 Aecemm�ec No l 5-0WI2,12 . F-3 T-41 r2—"2 — ,_ I I I — a rattan Ootc g D Sash' MiSmi ude Pmduci Contra( Fused* — — '6H FIXED NOTE FOR VIEW WINDOWS USE VIEW FIXED WINDOW HEIGHT FOR ANCHOR QUANTITY IN HEAD AND 62112" ABOVETHEMIR,AND USE 7HEVIEWSASH WINDOWHEIGHT FORANCHORQUANTITY BELOWTHEMTR XN` LYI•IN41111'�Eii MAXIMUM HEIGHT FOR VIEW WINDOW IS62112". '��cENsr'••tFp 4H SASH Yr:•/;No.5$705 NOTE:FOR VIEW WINDOW THE LARGEST CAN NOT EXCEED THE TESTED SIZE. �t �l• �} n. FRf08): Gelb' Nl,bl..',4 SO D&N1lf5 D ADDED GROUT-FILLED GMU " �•�(•l S'IATE F Fefeb e 1878 TECHNOLOGY DRIVE AfVGHORAGE SPACING '_ �,� Ftoruoa.••0 D.G. 1?/rSNB B ADDED AND MODIFIED VIEW WlNDOWEXAMPLES N.VENICE.FL 34275 Tft rr r 7ir1 R rvocwwcE7NissREEr P.O.Box ts2¢ Vinyl Single Hung_Window,L8 N&Missile Impact 5/nNAI �``. ,am _.yaW N.VENICE,FL34274 Visibly Better s� NTS 3 a 11 A.LI/t 4MILL�R,P.E. D.G. 08107/08 no 5191.1 D 51705 (�-1t2"MIN.EDGE #ipSCREW I( 1/4"MAX.SHIM 1 318"MIt11.EMBEDMENT MIN.EMBEDMENT 2x WOOD BUCK 112"MIN.EDGE. (SEE NOTE 3) OPTIONAL FLANGE MAX. 0 #10 SCREW SHIM 2.WOOD BUCK (SEE NOTE 3) ' OPTIONAL FLANGE JAMB W/BOX FRAME HEAD W/BOX FRAME THROUGH FRAME INTO 2x WOOD THROUGH FRAME INTO 2x WOOD 1x WOOD BUCK EDGE DIST. (SEE NOTE 3 1-318"MIN.EMBEDMENT 1-3/8"MIN.EMBEDMENT 2.9 KSI MIN,CONCRETE-14x:.: b:• •.'a:•: _ ',,:, .r•' OR 1.5 KSI MIN.GROUT- •'�`• °.•+ 114"MAX.SHIM {.— FILLED CMU ` zp •EDG�DIST. 't:...•—,1 OPTIONAL tiYtib• FLANGE ` SEE NOTE#1 FOR EDGE 1/4" ' DISTANCE REQUIREMENTS ' -l\/~ 4'. SHIM FOR CONCRETE OR CMU s••�• 3116-ULTRACON is 1x WOOD BUCK 3116WULTRACON OPTIONAL FLANGE (SEE NOTE 3) JAMB W!BOX FRAME HEAD W/BOX FRAME PRODUCT gwithdREVISED �u comp!?dng�rilhche Ftarida THROUGH FRAME INTO CONCRETE THROUGH FRAME INTO CONCRETE building coda Amptanm No 15-o4a 12 . 1x BUCK OPTIONAL 1x BUCK OPTIONAL Lx cotionDato )g Q NOTES: By Mitind nde Fro u¢t 1.FOR CONCRETE(MIN.2.9 KSI)APPLICATIONS IN MIAMI-DADS COUNTY,USE ONLY MIAMI-DADS COUNTY APPROVED 3/16"ULTRACON,EMBEDED 13/8' MIN., DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1"MINIMUM AND TO GROUT-FILLED CMU IS 2.5- 2. FOR WOOD(G=0.55)APPLICATIONS IN MIAMI-DADE COUNTY,USE#10 STEEL SCREW,EMBEDED 1318"MIN.. 3 WOOD SUCKS DEPICTED IN THE AN BE INSTALLED DIR CTLY TO SOLID CONCRETE.ONS ON IPWOOD BUCAGE AS IxKS DEPC TED AS 2x ARS 1 1/2"ITH CK OR GREATEKS WHOSE TOTAL THCKNESS IS LESS R-THAN 11/2". TO THE SUBSTRATEI OF WOOD(T `�Ot�Xi�YI'i BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. `�4�,•'�GENSE ''.. P 4. FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BEA MINIMUM STRENGTH OF 6063-T5 AND A MINIMUM OF 118"THICK.THE ALUMINUM STRUCTURAL MEMBER 4 �' SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS.THE ANCHOR SHALL '�c i No.53705 BEA#10 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM.IF THESE CRITERIA ARE MET,THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE - t SPACING FOR ULTRACONS MAY BE USED. :(�( 11'J RMa.r a - Re.bw,c t _ SC 0&Dt/!b D INCLUDED MINIMUM SUBSTRA'}'E'REOUfREMEMS - ST YE0 :'>�� D.G. 1P/}m -s NocmNGETH13SHEET N.VENICE,FL9gR75 ===�� m`tVCHORAGEC?E7"A/LS-BQXF'RAME J:�.t •.,F \-% itY70 TECHNOLOGY DRIVE Ft 0� JJ mor/yl ne+0 NO CHANGE THIS SHEET P.O.BOx1529 Vinyl Single Hun W/R[/OW,LaMe Missile lm act ��///OVAL�'�� LAMamose: rned:m O+p; N.VENICE,FL 84274 Vulbly Better a"'w`'"# °"` """`' "^`°"' ^^ A.LYNN MILLER,P.E. O.G.b.G. 06/07/08 Ft. OAM2N_ SH50Q fVF3 TQ x 1l 5191-1 C} FL P.E.#58705 2x WOOD BUCK (SEE NOTE 2) 1,430"MIN.EMBEDMENT 1/4"MAX.SHIM-1 1�--•, •120'DIA.x 11/2"ROOFING NAIL,A 2x WOOD BUCK ! 5'MAX.FROM (SEE NOTE 2} CORNER&4 10 D.C.. ._..._..lL_ 1.434"MIN.EMBED �1/2"MIN EDGE 114'MAX. SHIM OPTIONAL OPTIONAL FLANGE FLANGE T/�AX• `�-= 1!2"MIN EDGE 20"DIA x 1 1re ROOFING NAIL, IM114"MAX.FROM v7H •120'DIA,x 11/2"ROOFING NAIL, ! _ CORNER&4 1/B"D.C.. 5"MAX.FROM/p, 2x WOOD BUCK OPTIONAL FLANGE 1!2'MIN EDGE. CORNER&4118'O.Q.u (SEE NOTE 2) .430"MIN.EMBEDMENT JAMB W/NAIL FIN HEAD W/NAIL FIN SILL W/NAIL FIN THRU NAIL FIN INTO WOOD FRAMING THRU NAIL FIN INTO WOOD FRAMING THRU NAIL FIN INTO WOOD FRAMING PRODUCT REVISED as complying"ILh the Florlde 0u7dirsg Code • Acecplmce alc 1 Z 1� mtion Dale 8y Q NOTES: Mismi a&PmdvNCml 1. FOR INTEGRAL FIN APPLICATIONS IN MIAMI-DADE COUNTY,USE_120"DIA.x 11/2, ROOFING NAIL INTO WOOD(G=0,55) 2.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE 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 11/2-THICK OR I i I I 0 GREATER, INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING ,�t� { YNIy 41tl G� JURISDICTION. 3. FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063 75 AND A MINIMUM OF i/8'THICK.THE �.•''y1...... ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN ' THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BEA#10 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. ` }`7 N0.58705 �r IF THESE CRITERIA ARE MET,THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ULTRACONS MAY BE USED, ED Pah• RMabru:• Y �'�.W.. SC 06171/16 D GHANGEP Tp.lYO"X!d/2"RpOFlNG NAIL P1bb°"` '�� TL TECHNOLOGY DRIVE AIVCHORAGEDETA/LS-IntegralFinFrame ;��•• ST.TL= D.G. 12/}QR)g Q NO THIS f� rF� tORtU*•'O�: _ N.VENICE,FL 31275 7n.' S JJ iN07/ii RhC NOCHWGIF MS SHEET ' P.O.BOx1528 V1ln,�jn Ie Hun Window,La emissltetm aof 'r�;SiONAL.<<,�' c N.VENICE,FL 34274 VtrrbyRetw a"""�'''` °"` e"°` �'""�"^ A.LYNIS'MIL' 6'P,E. D.G. 0&OTlOS SH500 IVES 11 11 519!•1 f.7 FL P.E.#58705 1/6/2016 Florida Building Code Online " �' ���y r 5m a�.*#�'���'a�b a', � .,,* � � "rte' -y " �0�Utr Cik3tin' t?. BCIS Home { Log In User Registration Hot Topics ! Submit Surcharge Stats&Facts g Publications FBC Staff BCIS Site Map Links 'Search Busines "� b a Product Approval Professi i I USER:Public User eu a ion az=t. Product Approval Menu>Product or Application Search>Application List>A If ti Detail FL# FL243-1117 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 Jens Rosowski jrosowski@pgtindustries.com Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941) 486-0100 Ext 21140 jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Fixed Compliance Method Certification Mark or Listing Certification Agency Miami-Dade BCCO-CER Validated By Miami-Dade BCCO-VAL Referenced Standard and Year(of Standard) Standard Year TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 09/14/2015 Date Validated 10/05/2015 hftps:/Avww.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDqu3mwFvZ35VD3jztncl%2PhNgbQXPogz3Lk%3d 1/4 1/6/2016 Florida Building Code Online Date Pending FBC Approval Date Approved 10/09/2015 Summary of Products FIL# 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 R17 C CAC 15-0519.16 F.odf Approved for use outside HVHZ:Yes . Quality Assurance Contract Expiration Date Impact Resistant:No 04/11/2018 Design Pressure: N/A Installation Instructions Other: Please see the Miami-Dade County Notice of FL243 R17 II 15-0519.16 F.odf Acceptance (NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details, and anchor type,size, and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 243.2 CA-740 Fixed (Large Missile Impact) Aluminum Fixed Window used with Casement/Awning Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL243 R17 C CAC 15-0519.15.ndf 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 R17 II 15-0519.15pdf 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 R17 C CAC 15-0609.08.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 08/16/2016 Design Pressure: N/A Installation Instructions Other: Please see the Miami-Dade County Notice of FL243 R17 II 15-0609.08.odf Acceptance(NOA) for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details, and anchor type,size, and spacing Created by Independent Third Party: information, Evaluation Reports Created by Independent Third Party: 243.4 PW- 520 (Large Missile Impact) WinGuard Vinyl Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL243 R17 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 R17 II 15-0612.13.12df 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 R17 C CAC 15-0528.27,odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 02/19/2019 Design Pressure., N/A Installation Instructions Other: Please see the Miami-Dade County Notice of FL243 R17 II 15-0528.27,ndf Acceptance (NOA) for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details, and anchor type,size, and spacing Created by Independent Third Party: information. - Evaluation Reports Created by Independent Third Party: 243.6 PW- 720(Large Missile Impact) Aluminum Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL243 R17 C CAC 15-0528.26.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/19/2019 Design Pressure: N/A Installation Instructions Other: Please see the Miami-Dade County Notice of FL243 R17 II 15-0528.26.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 https://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDqu3mwFvZ35VD3jztncl%2fPhNgbQXPogz3Lk%3d 214 MIAMI-RADE MIAMI-DADE COUNTY mind 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(186)'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-520 Vinyl"White PVC Fixed Window=L.M.I. APPROVAL DOCUMENT: Drawing No. 5190-1 titled"Vinyl Picture Window, Large Missile Impact", sheets 1 through 10 of 10,dated 08/04/08,with revision C dated 06/01/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Section Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT:_ The NOA number preceded by the words Miami-Dade County, Florida;. and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its.entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#13-1009.04 and consists of this page 1 and evidence pages B-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No. 15-0612.13 MIAMI DADECOUNrr Expiration Date:. January 08,2019 3 2015 Approval Date: July 2 Page l i PGT Industries,Inc. , NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 08-0820.15) 2. Drawing No. 5190-1, titled "Vinyl Picture Window, Large Missile Impact", sheets 1 through 10 of 10, dated 08/04/08, with revision C dated 06/01/15, prepared by manufacturer, signed and sealed-by Anthony Lynn Miller,P.E. B. TEST'S 1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of a series PW-520 vinyl fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-5712 and FTL-5729, dated 08/13/08 and 09/09/08 respectively, both signed and sealed by Carlos S.Rionda, P.E. (Submitted under NOA No. 08-0820.15) C. CALCULATIONS 1. - Anchor,verification calculations and structural analysis, complying with FBC-511i Edition (2014), dated 06/05/15, prepared by manufacturer,signed and sealed by Anthony.Lynn Miller,P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). Manuel P ez P.E. Product Control finer NOA No.15-0612.13 Expiration Date: January 08,2019 Approval Date: July 23 2015 E-1. PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 1�4-0916.10 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. 12-1017.02 issued to Quanex Building Products,Inc.,for their"White Rigid PVC Exterior Extrusions for Windows and Doors" dated 02/07/13,expiring on 12/26/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51h Edition(2014),dated, June 1,2015,issued by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated June 1, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 3. Laboratory compliance letter for Test Reports No.FTI.,-5712 and FTI-5729,dated 08/13/08 and 09/09/08 respectively,both signed and sealed by Carlos S. Rionda,P.E. (Submitted under NOA No. 08-0820.15) G. OTHERS 1. Notice of Acceptance No. 13-1009.04, issued to PGT Industries for their Series "PW-520 Vinyl"White PVC Fixed Window-L.M.I." approved on 11/14/13 and expiring on 01/08/19. Manuel Per P.E. Product Control iner NOA No.15-0612.13 Expiration Date: January 08,2019 Approval Date: July 23 2015 E-2 NOTES: LARGE MISSILE WINDOWS NOA DRAWING TABLE OF CONTENTS ' SHEET 1.GLAZING OPTIONS: GENERAL NOTES...........................1 A.7/8"LAM]I.G.GLASS COMPRISED OF(1)LITE OF 3/16"TEMPERED OR ANNEALED GLASS, AIRSPACE AND 5/16"LAMINATED GLASS ELEVATIONS...................................2,3 WHICH IS COMPRISED OF(2)LITE OF 118"ANNEALED GLASS WITH AN.090 INTERLAYER OF BUTACITE PVB BY GLAZING DETAILS..........................4 KURARAY AMERICA INC. GLAZING DETAILS..........................5 B.1"LAMI I.G.GLASS COMPRISED OF(1)LITE OF 3/16"TEMPERED OR ANNEALED GLASS, AIRSPACE AND 5/16"LAMINATED GLASS SECTIONS,BOX FRAME................6 WHICH IS COMPRISED OF(2)LITES OF 1t8-ANNEALED GLASS WITH AN.090 INTERLAYER OF BUTACITE PVB BY, CORNER ASS'Y,BOX FRAME.,,....6 KURARAY AMERICA,INC. SECTIONS,I.F.FRAME....-..............7 2.DESIGN PRESSURE RATINGS:(SEE TABLE 1 AND NOTES BELOW) CORNER ASS-Y,I.F.FRAME.,.......7 EXTRUSION PROFILES.................8 A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND ASTM E 1300 GLASS TABLES. PARTS LIST.....................................8 B.POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE,WATER TEST PRESSURE,AND ASTM E 1300 GLASS TABLES. ANCHORAGE,BOX FRAME...........9 3.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT, MATERIALS, ANCHORAGE,INTEGRAL FIN..,...,10 INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,CURRENT EDITION. 4.FOR ANCHORAGE INFORMATION SEE SHEETS 9 AND 10. 5.SHUTTERS ARE NOT REQUIRED.FOR INSTALLATION OF UNITS ABOVE 30,FROM GRADE IN THE HVHZ, THE EXTERIOR CAP OF INSULATED UNITS MUST BE TEMPERED 6.REFERENCES:TEST REPORTS,FTL-5712&FTL-5729. ELCO TEXTRON NOA ANSI/AF&PA NOS FOR WOOD CONSTRUCTION QUANEX BUILDING PRODUCTS,INC.(WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS AND DOORS) 7.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). TABLE 1,DESIGN PRESSURES(PSF) GLASS TYPES:A.718"LAMINATED INSULATED GLASS PISA-AIRSPACE-118"A., WD,IWA.) B.VLAMINATED INSULATED GLASS(3116-A.-AIRSPACE 118-A.,.090,118-A.) WINDOW GLASS WINDOW WIDTH _ TYPE 59 60.000 61.000 pm 44.000.1 ,B B +89.0 1 -80,0 AREA---I8.03 SQ.FT- 18.33 SQ.FT. 18.64 SO.FT. 18.94 SQ.FT. N PRODUCT REVISED .c..Piyin$,fth the Fimida 45.000 A,B +80.0 1 -80.0 Wld!"Bcodd 15 cola 13 AREA 18,44 SQ.FT. 18.75 SQ.FT. 19.06 SQ.FT, 19.38 SQ.FT. 46.000 A,13 +80._0F -80.0 +80.0 1 -80.0 AREA 18.85 SQ.FT.. 19.17 SQ.FT, 19.49 SQ.FT. _j."; 47.000 A,13 +80Z -80.0 +79,9 _79,8 +79.0 1 -719.1) 'AREA 19.26 SQ.FT. 19.58 SQ.FT. �i 19.91 SCI.FT. 20.24 SCLFT. 48,000 A,13 7.0 +76.3 78.3 Wl T. AREA 19.67 SQ.FT 20.00 SQ.FT. H8.33 M 20.67-SO.Fr. %YNN Af, 20 SCIST. NOTE: 1.THE MAXIMUM ALLOWABLE DESIGN PRESSURE FOR 112 CIRCLES IS+/-80.0 PSF FOR ALL SIZES. 55705 2.IF A TEMPERED CAP IS USED MAX.DP IS+1-50.0 PSF. 57 �7 m2sm A PERAMWINWMVEL IER WED 1013MM 1070 TECHNOLOGYDRAIV ;OTES, TABLE OF CONTENTS&PRESSURES F 20fOCODECHANGE PLOP.M..' WWII a FBC N.VENICE,FL 3427S ,�'t C Whid Picture Window,Lar ge Missile t SC 0"1/115 C REVISEDNOTEBLOCK P.O.Box 109 AN MIIAR,P.E. A-or,- ff VENICE,FL 34274 A.LY D.G. 814108 FL rel NTS 1 10 5190-1 C FLP.E.#58705 _J 48"MAX. 51 914"FRAME O.D. 48"MAX. s^ 1 ire^ a va^o.e. MAX 12*CENTERS U". MAK' MAX.TYR . . . . . . . . . . . . 6" MAX. 62" 62" MAX. MAX. 58 118" W / MAX. f MAX. j DLO / DLO 65114" FRAME O,D. 8^ I ( i I PRODUCT REVISED am MAX complying withftro FW& Lfi�ilding Code Acaepinnce No ' L'z iratton Daie /�iQit� DY =.- AX.DLO MiGmi ado Pr ucl' BOX FRAME INTEGRAL FIN MAX.SIZE=48"X 62" MAX.SIZE=48"X 62" �•``pti{,.....'.,Mfjt ''f, NOTE: '7: No.58705 FOR ANCHORAGE INFORMATION SEE SHEETS 8 AND 16. .�t•, lC� D.G. 1M25W A PERMIAMI-DADELETTERDAT87IM1108OFME f070TECHNOL00YDRIVE ELEVATIONS 'O'<` J.J. 10/18H1 n B NO CHANGE 7741S SHEET M VENICE,FL 51T76 *+� �!��Q� •"""" f�'�`��, S NO CHANGE TN19SHEET P.O.BOX 15,29 ""���� n !Picture Wfndaw,Large Missile Impact A—aro^r: ad: N.VENICE,a 34274 VWytyBo� e.r++w�c � aMiO �+aM. � A.LYNN MILLER,P.E. D.O. Sro41o8 FL COA9T9M PW-520 NTS 2 «10 5190-i FL P.E.#58705 4"D.C. MAX.TYP. 34 518" / FRAME 275/8" O.D. MAX. / DLO 1 31 112" MAX. " " 1112- " 4"O.0 5" MAX.TM MAX.TYR MAX. TYR 12"o,c.max 58118"MAX.DLO 63"MAX. 27 518" 66114"FRAME O.D. MAX. DLO 311/2" HALF CIRCLE - INTEGRAL FIN f MAX" MAX.SIZE=6&'X 31.5" 6" MAX. 4 I I I I PRODUCT REVISED :t4 cmnptying'Wth 16I.7oflde Building tbde 12"CENTERS MAX ncaepronca No l�'0612.13 6" 6" E: �cj gMAX. MAX.58118"MAX.DLO 63"MAX. 17 tuGn+r HALFCIRCLE - BOX FRAME ,�� ,�LYNN n41 •,, MAX.SIZE=63"X 31.5" NOTE: ,t FOR ANCHORAGE INFORMATION SEE SHEETS 9 AND 14. "Hour: oma.: R ~'0'• -711 � Lrl� D.C, !lllfirDB Rex�e PERMIAM!•77AQELE77EROATEOlBC4tt@8 f0707ECNNCLOpYDRIVE gz—rELEVATIONS ~',pO,c,''•.,Ftont4?''1C9`�� or R,mR"Y6bp: J.J. WWII B NO CNANGETHIS SHEET N.VENICE,ft.31276 *� -' �i •••• ���`� Sc 06NV18 C NoCNANGETHIS$MEET' P.O.BOx,sn —^.. Vln 1 Picture Window,Lame Missile Impact :Su)/1O�NAk- .1 o�.�.aar o a�m"a ager N.VENIC&FL 84274 T7uibly&mr 01"'x` Ba1c �` °1F""" A.LY�N MILER,P.E. D.G. 8104108 AcOA#29M PW-520 NTS173 d 10 5190-1 C FL P.E.#58705 `r 1"OVERALL GLASS NOMINAL 1"OVERALL GLASS NOMINAL 1/8"ANNEALED 5116"LAMI GLASS NOMINAL 1/8"ANNEALED 5116"LAMI GLASS NOMINAL GLASS GLASS AIRSPACE .090"BUTACITE AIRSPACE .090"BUTACITE PVB INTERLAYER BY 16" PVB INTERLAYER BY ANNEALED TEMPEREDNEALED GLASSSS ANKURARAY AMERICA,INC. 31AN TEMPEREDNEALED GLASS SS KURARAY AMERICA,INC. A 1/8"ANNEALED 1/8"ANNEALED GLASS GLASS 13OR14 13OR14 6 1/2"NOM 6 1/2"NOM GLASS BITE GLASS BITE 5 O 5 ,.7O OUTSIDE OUTSIDE 3 n 9-7 PRODUCTRSMED G as complying with tho p(Odd� lhiilding Coda OPTIONAL—/ OPTIONAL—/ A?pZnmNo '0612.13 Dale 201Cl FLANGE FLANGEBMdc Prodon nVd 1" LAMI I.G. GLAZING DETAIL 1" LAMI I.G. GLAZING DETAIL """"" `�.� \YPiN n1i[[F�., WITH 5/16" LAMI GLASS WITH 5/16" LAMI GLASS BOX OR INTEGRAL FIN FRAME BOX OR INTEGRAL FIN FRAME _ t. 140.55705 (BOX FRAME SHOWN) (INTEGRAL FIN FRAME SHOWN) & 7 MIS _ . Dib: AeWMc i?0 [� OF ? D.G. 11/2508 A PER MUIMI-0ADELETTERDATED 10/Ji/OA GLAZING DETAILS �%O,c FLOR�o�•' 1070 TECHNOLOGYDRW % (.' J.J. 10/}1V11 -B NO CHANGE THIS SHEET N.VENICE.FL 39276 oe� Vinyl Picture Window,Large Missile Im act '�1SS10NA� SC 05971/15 C NO CHANGE THIS SHEET P,O.BOX 1618 s. 0aar 0.�. p,,,b/p A,a i N.VENICE,FL 34274 Vulbly Better A.LYW V�AILL�R,P.E. o Ily. Mfti tee° o^�' PW-520 FUL 4 d 10 5190-1 • C D.G. 814108 FL COA#29206 FL P.E.#58705 7/8"OVERALL GLASS NOMINAL —'7/8"OVERALL GLASS NOMINAL 5/16"LAMI GLASS NOMINAL 5116"LAMI GLASS NOMINAL 118"ANNEALED 1/8"ANNEALED GLASS GLASS AIRSPACE .090"BUTACITE AIRSPACE .090"BUTACITE PVB INTERLAYER,BY P INTERLAYER BY 3/16"TEMPERED OR KURARAY AMERICA,INC. 3/16"TEMPERED OR KURARAY AMERICA,INC. ANNEALED GLASS ANNEALED GLASS 1/8"ANNEALED 1/8"ANNEALED GLASS GLASS 9 ORS 9 OR 1(7 6 1/2"NOM 6 1/2"NOM GLASS BITE GLASS BITE 3 4 4 EJ OUTSIDE OUTSIDE 33 n PRODUCT REVISED G as complying with Iho Flodd¢ OPTIONAL Buildi7 ng Coda 15-arol2AB OPTIONAL Acceptanm No FLANGE FLANGE L'x IrationDate I�IR BY Mlemi ad.Product Ccutrol 7/8" LAMI I.G. GLAZING DETAIL 7/8" LAM] I.G. GLAZING DETAIL WITH 5/16" LAMI GLASS WITH 5/16" LAMI GLASS `�\��� '�GENSC'•,FQ BOX OR INTEGRAL FIN FRAME BOX OR INTEGRAL FIN FRAME :r: rlo.,0705 (BOX FRAME SHOWN) (INTEGRAL FIN FRAME SHOWN) �.• (� -7��� �S1• tu, Aana Hr. IbOL AMfarc urbKb•' �'p •. cj 1 C�•�'�1 D.O, 1115478 �A PER M14MPDADELETTER DATED10411A78f0757ECHNOLOGYDRNE GLAZING DETAILS �iO.c�'••.FLOR10?••��C��� J.J. 10/10/11 B NO CHANGE THIS SHEET N.VENICE,FL 34275 r T°` �881 "' 401 '"' NOCHANGETHISSNEET P.O.80X1528 Vinyl Picture Window,Large Missile Impact III,,OI`IA,, x SC• 0"1115 c bbw+wc mw sn..e n+«+c+b "" A.LYNN MILLER,P.E. wa. cnoam wm: N.VENICE,FL 34274 VulblyFerrer ,gyp FUL 5 f0 5190-1 C D.G. 614100 FLCOA09296 FL P.E.#58705 F0 eI93 DC7 14 �CI2 3.250" ��--ttOPTIONAL 3.250" FLANGE OUTSIDE 2 1. YP. TMAX.DAYLIGHT OPENING YP. 3 .MAX.WINDOW WIDTH HORIZONTAL SECTION 4 (BOX FRAME) MAX. WINDOW HEIGHT 9 13 - 10 14 4 5 INSIDE 2 MAX. DAYLIGHT HOT OPENING PRODUCT REVISED WELD3 Ault as complyincogde with iha Fim i6a lw-Ofol2. Acccpleptenw No 1_'5 imlfml)ate pl9 n AY 2 Mi Dada Product'Igo hot HOT WELD CORNER ASSEMBLY O tillj;c' (BOX FRAME) 2 VERTICAL SECTION L "= "k tdo.50705 (BOX FRAME) RrrvWOSIc RR Mlbu: 10we „SSC "••;'�n,•••�.�'r.`.• 7rE�GIj+fI DGy rrl2ma A PERMMhDADELEMf?DAED raallm 1— 7, �S47TIONS&CORNERASSY,80XFRAMEJa. 0CHANGETHISSHEET nV2N 'S- atoatoP••'aCa R SC W1115 R C NO CHANGE MIS SHEET P.O.aox 15" =�=,� Vinyl Picture WindaW,La 6 Missl!&Im aCf '`j,;�{�'/ONAL.���•�: -6;-7w, r crnaaa ears N,vENrcE;rz3rz7t Ystbty Better dY1""�` o'" °iY°"' C A.LYl4N MIItLE�,P.E. D.G. &UM tr.coarpzszee awa2o HAL 8 a 1D 5i8A-1 FL P.E.#58705 3.250" FS OPTIONAL 3.250" FLANGE C=5 OUTSIDE 3 MAX.DAYLIGHT OPENING TYP. 4 MAX.WINDOW WIDTH HORIZONTAL SECTION MAX. (INTEGRAL FIN) WINDOW s 13 HEIGHT 10 14 INSIDE 4 5 MAX, DAYLIGHT OPENING L—Ur HOT 3 WELD PRODUCrREVISM w complyingwith ft Florida Building emi 11 A«eptona No ay co HOT WELD CORNER ASSEMBLY (INTEGRAL FIN) VERTICAL SECTION No.50705 (INTEGRAL FIN) -DADE LETTER I TATE OF D.Q. fl/25V8 -S A PERM14MI DATW IMLIM —T I— SECTIONS,INTEGR&FIN 10M TECHN01.00YDRAS Y.VENICE,FL 3"4275 m? NO CHANGE THIS SHEET SC 0601/15 C NO CHANGE THIS SHEET Vinyl Picture Window,Large Missile Impart 8=74 Visibly Betfr I—.- Ly RRE. At ZC I— A. " '91NAIL D.G.1104106 M510 I HALd 7 - 10 6190-1 c FL PAX 58705 ITEM DWG NO. PART# DESCRIPTION .803' .215" 1 5165 65165 INTEGRAL FIN FRAME HEAD,SILL&JAMB 268" 2 5135 65135 BOX FRAME HEAD,SILL&JAIVB II o 1.171" 3 5109 65109 FILLER-INSTALL HOLE COVER f--- 4 8483 65148 SOL 7/8"I.G.BEAD ITEM 3, .035" ITEM 51 5 6492 65112 STD I.G.BEAD INST. HOLE COVER V I.G. BEAD 6 DOW 1199 SILICONE MAT'L:White Ridged PVC MAT'L:White Ridged PVC 7 3.625" by Quanex Building Products,Inc. by Quanex Building Products,Inc, DWG NO.5109 DWG NO.6492. 8 .828" 7/8"LAM]I.G.GLASS:3/16"TE71/PERED OUTBOARD- 272 � ,040" � . 9 INTERLAYER- CE-1/8"ANNEALED-090"BUFACITE®PJB INTERLAYER-1/8"ANNEALED(5/16"LAA .070" 7/8"LAMI I.G.GLASS:3/16"ANNEALED OUTBOARD- .040" ITEM 4, 10 AIRSPACE-1/8"ANNEALED-.090"BUTACFFE®PJB INTERLAYER-1/8"ANNEALED(5/16"LATA 2.000" Allo SDL BEAD 11 MAT'L:White Ridged PVC 12 by Quanex Building Products,Inc. 1"LAMI I.G.GLASS:3/16"TEIVIPEREDOUTBOARD- .060" DWG NO.8483 13 AIRSPACE-1/8"ANNEALED-.090"BUTACFMPJB -i INTERLAYER-1/6"ANNEALED(5/16"LAW 3.250" V LAMI I.G.GLASS:3116"ANNEALEDOUTBOARD- 14 AIRSPACE-1/8"ANNEALED-.090"BUTACrM PJB INTERLAYER-1/8"ANNEALED(5/16"LAM) ITEM 1, INTEGRAL FIN FRAME MAT'L:White Ridged PVC by Quanex Building Products,Inc. NOTE: DWG NO.5165 ALL EXTRUDED VINYL MANUFACTURED BY QUANEX BUILDING PRODUCTS,INC. 0 .040" PRODUCT RSVISEA m complying with the Flmids Huildiug Lode 2. 00.. Accepl"nco 1.'o t�5'v61Z.Yj expl.ulionDmo tq Ey .060 ,. Mi n' "de['rodud Camra! • 1j11111111/I 3.250" ITEM 2, BOX FRAME MAT'L:White Ridged PVC by Quanex Building Products,Inc. DWG NO.5135 Lw' w_ [F F Lu, p TE uF N rseheer- rsm Ae.em.: : D.G. 11naro6 A PERMIAMFDAOELETTERDATED 10131 D8 EXTRUSION PROFILES&PARTS LIST h ..�+.oa1v! RE 1070TECHNOLOGYDRNE !�C SS . J.J. 14/10/11 D NO CHANGE THIS SHEET M VENICE,FL 34276 �•1C)(�l n�.• +� R ,,, . Vinyl Picture Window,La a Missile Impart 11,,,1 Sc ON01115 C NO CH4NGE THIS SHEET P.O.DOX 1620 eM..,eurt go,y. tro.e an.`p,n F.r. as a,a. N.VENICE FL 34274 Vlrtbly Better n A.LYNN MILLER,P.E. D.O. 8/04108 FL co4azs2as PW .520 HAL 8 10 5190-1 C FL P.E.#58705 1 3/8"MIN.EMBED Z WOODBUCK 1/2"EDGE MIN.EMBED #10scREw (SEENOTE4, 1/4"MAX.SHIM --a 1/2"MIN.EDGE SHEETfo) 13/8"MIN. 114" #10 SCREW MAX, V. � SHIM 2t WOOD BUCK OPTIONAL OPTIONAL (SEENOTE4, FLANGE FLANGE 1/4" 0 k318-MIN.EMBED O SHEET 10) 2x WOOD BUCK #fOSCREW MAX, (SEE NOTE 4, SHIM SHEET 10) OPTIONAL FLANGE 1/2"MIN.EDGE JAMB-BOX FRAME HEAD-BOX FRAME SILL-BOX FRAME THROUGH FRAME INTO 2x WOOD THROUGH FRAME INTO 2x WOOD THROUGH FRAME INTO 2x WOOD WO 13/8"MIN.EMBED 3.6KSIMIN.CONCRETE Ix SEEI BUCK EDGE DIST. 3H6'ULTRACON OR f.5 KSI MIN,CMU (SEE NOTE 4, 1/4"MAX.SHIM �� sHEET9) 1 3/8"MIN.EMBED EDGE DIST. Ix WOOD BUCK •�'' Ix WOOD BUCK MAX ® • (SEE NOTE 4, (SEENOTE4, f 0) SHIM SHEET 10) C n •�; OPTIONAL 1/4 3116'ULTRACON FLANGE MAX. OPTIONAL FLANGE.. LANGE "••' '.�•. 3116•ULTRACON SHIM !' ` 1x WOOD BUCK 3.5 KSI MIN.CONCRETE /`J.,' a •' OPTIONAL FLANGE SHEET 10)EENOTE4, OR 1.6KS1MIN.CMU� EDGE DIST, S JAMB-BOX FRAME HEAD-BOX FRAME 1318"MIN.EMBED THROUGH FRAME INTO CONCRETE THROUGH FRAME INTO CONCRETE U BUCK OPTIONAL lx BUCK OPTIONAL SILL-BOX FRAME THROUGH FRAME INTO CONCRETE �{ 6" )�—5 @ 10'0.C.MAX 6' 1 x BUCK OPTIONAL PRODUCT REVISED as complying 2lh Iho Flvrlde 1)uilJing Cade AcccptniuoNo SEE NOTE#1 ON SHEET 1'3q L' imlian Dale 6. 10 FOR EDGE DISTANCE REQUIREMENTS fl MAX. FOR CONCRETE OR CMU n i ami a. rodutl Control 'Y'DIM. SPACING (46'MAX.) 12"O.C. 6' 11111111 I 'x"DIM. r+ (82'MAX.) NOTE: `,c Nu.56705 1.FOR ALL M CIRCLES START ANCHORS 6" = FROM THE CORNERS ANDA MAX.OF 12"O.C.. 'FOR WINDOWS LESS THAN 40",USE 12"ON CENTER DIMENSION. o.'• 7 1"I IS LjJ=_ S P:fr.Of, D.G. ' 11/25W p�A R FERMI4W4=ELEREHDATEDiW311W ANCHORAGE DETAILS,BOX FRAME ���` ''• FlOft10?:•'' CJ ,�„K f0707ECHNOLOOYORIVE �i (� ••.... `\`� J.J. 1Ni6'11 9 NO CHMOE THIS SHEET N.VEHIC9 FL X275 1O' i iS s NO CHIWOETHl9 SHEET Ro.Box 1618 Vinyl Picture Window,Large Missile Impact '' �/ONR.1-�'.`` Sc 0"1116 C e.r.seae .� a � ^"� A.LY R, P.E. N.YENIC9 rL X274 VLlbly Better �� NTS170 d 10 5190-1 C D,o. 8/04/08 FLCOAC182BB FL P.E.#58705 .120'DIA.x 11/2-ROOFING A 1/2"MIN.EDGE • NAIL,I 1/2'MAX FROM• 1.430"MIN.EMBEDMENT 114"MAX.SHIM CORNER&4 118'O.C.,- TYPICAL FOR RECTANGLES, 2X WOOD BUCK SQUARES,&1,2 CIRCLES. (SEENOTE4) 2W WOOD BUCK2x WOOD BUCK (SEENOTE4) 1/2"MIN.EDGE (SEENOTE4) 1/4"MAX. LSHIM 0 OP7I0NAL-1 OPTIONAL FLANGE ' 1.430"MIN.EMBED 1/4" FLANGE MF-1 MAX. 120'DIA.x I 112'ROOFING NAIL, 1/2"MIN,EDGE NA SHIM 1112-MAX FROM CORNER L 120'DIA.x I 112'ROOFING NAIL, 8 41/B'D.C.,TYPICAL OPTIONAL FLANGE I 1/2'MAX.FROM . FOR RECTANGLES, CORNER&41/8'O.C., SQUARES,&112 CIRCLES. 1.430"min embe7d TYPICAL FOR RECTANGLES, SQUARES,&112 CIRCLES. JAMB W/NAIL FIN HEAD W/NAIL FIN SILL W/NAIL FIN THRU NAIL FIN INTO WOOD FRAMING THRU NAIL FIN INTO WOOD FRAMING THRU NAIL FIN INTO WOOD FRAMING NOTES: PRODUCTREVIN1113 Sts complying Willi Ific Flovids Ruildiung Coll 1.FOR CONCRETE(MIN.2.9 KSI)APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED 3/16"ULTRACON, "o EMBEDED 1318'MIN., DISTANCE FROM ANCHOR TO CONCRETE EDGE IS I"MINIMUM.MASONRY SHALL CONFORM TO ASTM C90. A 2,FOR WOOD(G=0.56)APPLICATIONS IN MIAMI-DADE COUNTY,USE#10 STEEL SCREW,EMBEDED 1318"MIN.. 1;rR l 3.FOR INTEGRAL FIN APPLICATIONS IN MIAMI-DADE COUNTY,USE.120"DIA,x 1 1/2"ROOFING NAIL. ror adn Product is. 4.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS Ix ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 11/2". lx 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. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 5.FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063-T5 AND A MINIMUM OF 118"THICK.THE 00. ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BEA#10 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ii.511705 ALUMINUM.IF THESE CRITERIA ARE MET,THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ULTRACONS MAY BE USED Z R.W..' -7 uj:, D.G. 11/26MM A PER MAMMMELUTERDATED MOM 717 R.w 1070 HNOLOGYDRW ANCHORAGE DETAILS,INTEGRAL FIN C, STME 1� EC X 70—msff —8 NO Ch!oWGE 7VS SHEET id. - YVENICE,FL 34276 P-WIIA D-- M3 $c c CHANGED TO.120'ROOFING AWL P.O.BQX 15" Wnyl PIcture W[17dow,Large MIssile impact IV. ,.e..74 �qfl I---v- I Visibly Rect- I-10 A.LM 04EP,'P.E. FL COA W9206 Pv/1w NTS '5190-1 C D.G. 8104108 10 F E.#58705 M 1AM 1•D1kDE MIAi1LI--DARE COiNTY,FLORIDA p PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Strect,Room 208 BOARD AND CODE ADAIIINISTRATION DIVISION T(786)315-2590 F(786)315-2599 7North ANCE (NOA sviv)y.niiamidade.gov/ecoitoni ndustries,Inc. echnology Drive Venice,FI.34275 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 includinR the Hi h Voloci Hurricane Zone. DESCRIPTION: Series"PGT" Clipped Extruded Aluminum Tube Mullion—L.M.I. APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact--Resistant Aluminum Tube Mullions", sheets 01 through 25 of 25,prepared by manufacturer, dated 08/29/11with the latest revision dated 01/29/15, signed, sealed and by Anthony Lynn Miller, P.. E., bearing the Miami—Dade County Product Control Revision Section stamp with the Notice of Acceptance number and Expiration date by the Miami—Dade Cound o r 1 Section. MISSILE IMPACT RATING:Large and Small Missile ImpactResistaut LABELING: Each runt shall bear a permanent label with the manufacturer's name of logo, city, state, series, and following statement: "Miami—Dade County Product Control Approved", unless.otherwise noted herein. RENE`VAL 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. TERAUNATION 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 No. 13-0815.05 and consists of this page I and evidence pages F,-1 and E-2, as. well as approval docuinent tirentioned above. The submitted documentation was reviewed by Jaime D. Gascon,P.E. NOA No. 14-110101 MIAMI-RADE COUNTY r'' S y.k� Expiration Date: May 26,2016 tt Approval Date: February 12,2015 2`�i4t� Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Subinitted wirier previous NOA No. 10-0819.05) 2.- Drawing No. 6300JR, titled "Impact—Resistant Aluminum Tube Mullions", sheets 01 through 25 of 25, prepared by manufacturer, dated 08/29/11 with the latest revision dated 01/29/15, signed, sealed and by Anthony Lynn Miller,P. E. 13-- TESTS 1. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94. 2) Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 4) Large Missilei Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 0) Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked-up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 6443 (samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05105111, signed and sealed by Marlin D. Brinson, P.E. (Submitted'under pi-evious NOA No. 10-0819,03) C. 'CALCULATIONS I Anchor verification calculations and structLwal analysis, complying with FBC 2010 and with FBC 5t" Edition (2014), prepared by manufacturer, dated 01/29/15, signed and sealed by Anthony Lynn Miller,P.E. D. QUALITY ASSURANCE I. Miami—Dade Department of Regulatory,and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of no financial interest, conformance to and complying with the FBC 5"'Edition (2014),dated'l 1/03/14,signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, conformance to and complying with the FBC 2010, dated 06/06/11,signed and sealed by Anthony Lynn Miller,P.E. - 3. Proposal issued by Product Control to PGT Industries, Inc., dated 08/06/14, signed by Jaime D. Gascon,P. E.,Product Control Section Supervisor. Jaime D, Gascoh,P.F. Product Control Section Supenisor NOA No.14-1105.01 Expiration Date: May 26,20.16 Approval Date: February 12,2015 PGT Industries,Inn, NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 4. Laboratory addendum letter for Test Report No. FTL-6443, issued by Fenestration Testing Lab,Inc,, dated 05/05/11,signed and sealed by Marlin D. Brinson,P.E. (Submitted under previous NDA No. 11-0922.01) 5. Laboratory compliance letter for Test Report No. FTL-6443, issued by Fenestration Testing Lab, Inc.,dated 02/28/11,signed and sealed by Marlin D. Brinson,P.E. (Submitted wider previous NOA No. 11-0922.01) 6. Proposal No. 10-1070—R issued by BNC to PGT Industries, Inc., dated 01/07/11, signed by Ishaq 1. Cbanda, P.E.,Product Control Examiner. (Submitted cinder previous NDA No. 11-0922.01) G. OTHERS 1. Notice of Acceptance No. 1.3---0815.05, issued to PGT Industries, Inc. for their "PGT Series'Aluminiun Clipped Mullion—L.MJ.",approved on 11/31/13 and expiring on 05/26/16. Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No. 14-1105.01 Expiration Date: May 26,2016 Approval Date: February 12,2015 E-2 . SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES: NON-IMPACT OR LARGE AND SMALL 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE MISSILE IMPACT-RESISTANT PRODUCTS FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUE AND SHOULD BE P EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL 1X OR 2X WOOD BUCKS IF USED, GENERAL NOTES..._._................. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. INSTRUCTIONS............................... o FIGURE 1: ELEVATIONS...............................- MULTIPLE WIDTH FOR VERTICAL MULL ARCHES TO BE 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS MULL TO 2X WOOD_.........._........_2[—OPENINGHAVE BEEN TESTED AS'FREE-FLOATING'AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALLINSTALLMULL7o 1xs MASONRY............_2 MULLIONS -� SEE DETAI� INSCRIBED INSIDE MULL MAS NOTES........__..-..2 u REcrgNGuIAR NOT HAVE A GAP OF MORE THAN 1/4'FROM THE CLIP. MULL TO MASONRY..................3 SHEETS 2J SHAPE MULL TO STEEL STUD.._._..._.......3 N — 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULL TO MULL...............................3 DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U180.THE IM STRESS INCREASE WAS NOT USED ANCHORSPECS...._......................3 Z W III J ALTERNATATE CLIPS...............4� F- �' / ;` IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. BAY MULL INSTALLATION O �/ 4 PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE 1 X 2 X.126 MULL SPECS......._......6 H W ) 1 X 2 X.376 MULL SPECS..,...._._...8 _ INSTRUCTIONS. 1 X 2.76 X.376 MULL SPECS._...._7 1� 1X2.76X.65MULLSPECS.........._e Z '�0 0 SEE DETAILS I / /1 1 SEE DETAILS ANCHORAGEUSE THE �OR THE COMMON MULLIONMBINED WIDTH OR HEIGHT OSEENLY EXAMPOADJACENT FENESTRATION LES ON THIS SHEET AND SHEET PRODUCTS4.FOR M�LDTE LE UNNTSPCONSI/DER RES�D 1 X 3.125 X.500 MULL SPECS....._.1 ? O A ETS 0; / I Y \ ) 1 X 4 X.126 MULL MULLSPECS__._....._.11 SA 23 I 1 ATHRU G; 1 X 4 X.376 TUBE MULL SPECS....11 F Q J _ I _ ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN 1 - - -- 1 X 4 X MULL SPECS 11 SHEETS 2J Lu -U III I PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 1,26 X 3.18.18 X.8 X.265 MULL SPECS 12 OPENING 1.25 X 3.25 X.100 MULL SPECS_...13 = J • m M VERT. HEIGHT 6)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 1.25 X 3.26 X.624'MULL SPECS....14 0 g 8 MULL FOR LENGTH HORIZONTAL 1.26 2XX3.94X.824 MULL SPECS-...15 ZA �„ MULL 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST 2 X 4X.26 MULL SPECS........._....18 Q o rc�Z SHE TSAIL E. 2X6X.25 MULL SPECS............._.17 T BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT W SHEETS 30'X.26 XYM MULL SPECS 18 AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT 3p•X 3.26 BAY MULL SPECS 19 Z f- Q N o REACTIONS. 45•X 3.25 BAY MULL SPECS......_.20 Q 0 Z r- MULLION&CLIP DIMENSIONS......21.23 F Z m u0 FENESTRATION 8)REFERENCE:TEST REPORTS:FTL-6443;ELCO ULTRACON/AGGRE-GATOR NOA'S;ANSI/AF&PA NDS FOR WOOD CONSTRUCTION; EXAMPLES 1&2.......................24 U) d' $ 8 PRODUCTS MAY ADM-ALUMINUM DESIGN MANUAL LOADING EXAMPLES.._.....__._.....25 liW tBEOFANYTYPIE. MWMMUSTBE ruRED 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING Z u7 (O eracT. CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH 0 (9 Q 0 PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. d Z mN /SEE DETAILS 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. g I nORIZONTgL A-D,G,H; I, II-- MULL SHEETS 2-3 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING LENGTH HORIZONTAL WIDTHIHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA. MULL LENGTH INSTRUCTIONS: 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBS/FP)FOR THE OPENING USING THE ASCE-7 STANDARD. 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCT'S FRAME DEPTH. ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 3)REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS'RECTANGULAR!OR-TRIANGULAR/TRAPEZOIDAL'. PRODUCTRBV(SED w wlnPlying whh Ibe Florid, (�HORIZ.MULL LENGTH-1 4)FIND THE CHOSEN MULUON'S MULLION CAPACITY(LBSIFT2)FROM TABLES 1A THROUGH 16A,ON SHEETS 5 THROUGH 20 RESPECTIVELY,USING Du8dln8 Cock 'I LENGTH( rOPENI WIDTH--I THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY).THE AcocpisucvNo OS.• MULLION CAPACITY(LBS/FT2)OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBSIFP)FOR THE OPENING OBTAINED IN - �� OPENING STEP 1). : A •- HEIGHT 5)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LBS).THIS VALUE EIGHT LENGTH `Aleml fide Product Control OPENING MULL �f' HORIZ. VERT. REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. 111 HMULL MULL I LENGTH 6)FROM THE ANCHOR CAPACITY(LBS)TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE NN LANCHOR/SUBSTRATEIANCHOR-CLIP PATTERN MAY APPLY)SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR 1IGENSF•.'e,� CAPACITY IS MET. OPENING WIDiH _� NO.58705 SINGLE MULLION SINGLE MULLION FOR VERTICALMIULL 7)IF THE MULLION CAPACITY(LBS/FT-)OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(L8S/FT2)FORTHE OPENING WIDTH OPENING,YOU MAY USE THE"ANCHOR CAPACITY ADJUSTMENT FORMULA"TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS -0 FOR VERTICAL MULL VALUE A LOWER ANCHOR CAPACITY OPTION MAYBE SELECTED FOR THE SAME SUBSTRATE �%O 4 /) O SEE CORRESPONDING DETAILS MULTIPLE MULLIONS - 'C�••• )E�(J �,'•�C/�� FROM FIGURE 1 ABOVE. 8)VERIFY THE DESIGN PRESSURE RATING(LBS/FT-)FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION ' (� '••;°CORIOA CAPACITY(LBS/FT-)OBTAINED FOR THE MULLION SYSTEM.THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION ' sS \_l PRODUCT ASSEMBLY. �A/i�TIAL ONG.`� 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. A.LYNN MILti'A,1P.E. FL P.E.#58705 hw DETAIL A: g DETAIL 3: LLION Q'(, 0 ' cs MULLION TO 2X WOOD BUCK /--MULLION U MULLION ATTACHED TO IX BUCK3TRIP TYP.ANCHOR OR WOOD FRAMING --PrR SUBSTRATE. WOOD BUCK AND MASONRY MENI SEESEE TABLES 18-168 02 g (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) ci! BY OTHERS, NO MULLI SHEET I. m w SEE SHEET$ • V) MTN 2.7 KSI EDGE EITHER THE 2t-23FORMOLE EITHER STANDARD OR 1—H.— _u 0 STAND S LOCATIONS 'F L 4 —1 [OFFSET MULL SEE SEE TABLES CUPMAYBE EDGE EDGE DISTANCE I6.166 B LL�. Y DISTANCE INSTALLED BY FOR MASONRY METHOD. LU < THIS METHOD .4 FOR WOOD 2 ANCHORS C�' SCREW$ -4 rn Q. .2w F A SIDE VIEW U) M Zto ALL MULLIONS 4 o :ij Z 4 4 EXTERIOR < 4 INSTALLED BY FW EDGE THIS METHOD, -i U) lz DISTANCE 4 < Z= FOR F— Z < o MASON W 0 ANCHORS If 44RECOMMENDED FOR co :�I Z EXTERIOR a ALSO BE USED FOR q � OTHER FRAME TYPES. cl) < 0 z cn ih,0 TYP.ANCHOR TYP.ANCHOR TYP.ANCHOR PER SUBSTRATE, PER SUBSTRATE, PERSUBSTRATF SEE=16B SEE TABLES 1B-168 SEE TABLES 15-165 EOGElEND QA Lz DISTANCE SUCKSTR P SEE TABLES AND EMBEDMENT BUCKSTRiP 18-188T ATTACHMENT AND EMBEDMENT* BY OTHERS, ATTACHMENT ,, • SEE NOTE 1, SHEET I. MIN 2.7 KSI CONCRETE OR CMU PRODUCTREVISED SIDE VIEW FRONT VIEW w1wniplyIa#%ftt1cFJod4* Building Cod,'f.A FRONT VIEW ACMpUaC9No 7r INSTALLATION NOTES*. 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. adeP(0ducIC.ont,.11 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ... ..... ONLY,BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE LYIVA, QUANTITY 4,1e CORRECT 0 TITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE FOLLOWING SHEETS,FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED, S)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. NO,58705TF 4)WOOD SUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. ' V 6)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ULTRACON OR ELCO 1/4'SAS.AGGREGATOR MASONRY ANCHORS. `-.40RIDN," 0/'o (2i L P,E.#58705 DETAIL E: � o MULLION TO MULLION s DETAIL C: T�— 126n11"' INTERSECTION NOTES: �x� MULLION DIRECTLY ATTACHED TO MULLION I N (U-CLIP) $•� o MASONRY STRUCTURE I 1)MAY BE INSTALLED IN'TEE'OR'GROSS. (STANDARD CLIP SHOWN) INTERSECTIONS. io VARIES oz z U 2)MAY BE INSTALLED HORIZONTALLY (SHOWN)OR VERTICALLY. I TYP.ANCHOR c^ i C4 EITH 1 I PER SUBSTRATE, L3)SEE U•CLIP DRAWINGS,SHEETS 21-23 o m STANDARD OR I SEE TABLES 1B-131 FOR CORRESPONDING MULLION. O W X OFFSET MULL I I TOP VIEW Z CLIP MAY BE I I I EDGE DISTANCE MULLION 0 W INSTALLED BY II -{� W THIS METHOD. I ANCHORS VARIES-t-7-_ j LU I I h12 STEEL SCREWS, U SELF•ORILLING OR PREDRILL Yom' u MULLION AND USE SMS LJ m 00 0 m 0 U M W (f �� MULLION F- Z O EXTERIOR °a 4 a g 0 Z) EDGE DISTANCE 4 THE OFF SET CLIP'S ` `� Z U FOR MASONRY .,, RECOMMENDED FOR g, g 2� ANCHORS FIN•FRAhIED LINTERSECTION D'§ Y$ uJ a WINDOWS,BUT MAY r o O oZ ALSO BE USED FOR U•CLIP J E B' a OTHER FRAME TYPES EXTERIOR Q Z r ZZ V TYP.ANCHOR 'd - Z Z Q PER SUBSTRATE, SEE TABLES ID-138 I— .O TYP.ANCHOR SEE SHEETS 21-23 FOR U Ia—yry O d_ PER SUBSTRATE, HOLE LOCATIONS U J Oi -60__ S BUCKSTRIP SEETABL831-131 D-I --I AND FRONT VIEW EDGE BTy OTHERS, s SEE'TABLES U)STANCE U SEE NOTE I, 1B-13B U Z Q O O EMBEDMI ENT _ ,• ,. a SHEET 1. .. .• EDGE D'$ Z m 0 Q A Q ��—SEE TABLES SIDE VIEW MIN 2.7 KSI CONCRETE OR CMU MIN 2.7 KSI CONCRETE OR CMU 18.138 FRONT VIEW SIDE VIEW DETAIL D: MULLION ATTACHED TO STEELSTUD (STANDARD CLIP SHOWN) INSTALLATION NOTES: STRUCTURE TYP.ANCHOR 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. t PER SUBSTRATE, SEE TABLES 1B-13B RODUCT RBVISBD 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION SEE SHEETS ® wmylyinglvhh the Florida ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE 21-23 FOR oldlDg OodcHOLE ccc _ CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE LOCATIONS � � FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAYBE USED. ` Dow 3 ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. MULLION .liwM adeProductCome•. 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. EDGE5)FOR MASONRY APPLICATIONS IN MIAMI•DADE COUNTY,USE ONLY MIAMI•DADE COUNTY APPROVED DISTANCE \ � >ELCOULTRACONORELCO114'S.S.AGGREGATORMASONRYANCHORS. STEEL STUDS THINNER THAN SEE TABLES ;�FRONT VIEWA AND COMPLIANT WITH THE FL BUILDING18.138Q .'' •E.A2XWOOD BACKER MUST USED. A ATTACHMENT BY OTHERS. Nu.5$)05 •.�� USE WOOD ANCHOR SPECS - EXTERIOR SIDE VIEW NOTES: 1)FOR 2X WOOD-BACKED STEEL STUDS,WOOD - %0 T1(�'•, ST TI:O ANCHOR VALUES MAY BE USED. '.;31i FLORIDA,,,•G\��;� 2)SEE CORRESPONDING MULLION TABLES, Sv�NA L SHEETS 5.20,FOR QUANTITY OF SCREWS. A.LYNN V 11 Ill `�2,P.E. FL P.E.#58705 DETAIL F: DETAIL G: DETAIL H: � FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION (F-CLIP) (ANGLE CLIP) (ANGLE CLIP) o oo � w SEE DETAILS A•E, �Z V SHEETS 2 AND 3 FOR INSTALLATION 30'Oft 45' TO SPECIFIC SUBSTRATES. BAY MULL MULLION III / m o m F 0 II 0 Z in a'� W O co) O O I I I I O O m c _LNFL O O 1 L-0 TOP VIEW SIDE VIEW Lu O SHOWN WITH VX 4'X.126' TOP VIEW o Z TYP-ANCHOR :EMULLION EXTERIOR I I i I i PER SUBSTRATE, V e m b I I SEE TABLES I6BOR 160 Z $ •.` I TYP.ANCHOR I I US.I STANDARD MULLION CLIP —PERSUBSTRATE, I EXTERIOR �oZ MODIFIED TO FIT FIELD I SEE TABLES 18-14B p I Q Z r CONDITIONS. 1 �" X 5'ANGLE CUP, F' j i I I I I I 2 PER MULLION ENO,MUST BE Z O Z N O I I I I I INSTALLED INSIDE OF BAY MULL. F c0 p MULLION �i- I I II I I J o B Of 2'XWXJ25- O 0 • I I I I ANGLECLIP; Z 1 I I 2PER MULLION END, U Q O A1UST BE INSTALLED a" Z (JJ I I INSIDE OF MULL. a .0 1;Q I TYP.ANCHOR 4b PERSUBSTRATE, SEETABLES 1B-14B INTO WOOD, STEEL,ALUM INTO WOOD,STEEL, STANDARD CLIP TO BE EXTERIOR OR MASONRY EXTERIOR ALUM,CMU OR MASONRY MODIFIED INFIELD. EXTERIOR EOGEO oR .©�'�' ®` PRODUCT RBVISED w complying hh the Florida PER Building ODda Acocptmlcov INTO WOOD,STEEL, f `^ ALUM,CMU OR MASONRY 1 O DGE %I[ eda Product Conlro ER CHOR \111111111��� IS TANCEDGE =tDISTANCE NOTES FOR INSTALLATION OPTION G&H:PERANCHOR \\P�,,•''1•ICEN NOTES FOR INSTALLATION OPTIONS F: SLc''•�cC,p�� 1)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION. 7t,: x NO.58705 1 DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26'X 2.11'X.125'MULLION. 2)DETAIL G:SEE TABLES 1 B-14B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE �e LOCATIONS. 2)SEE TABLES 18-13B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3)DETAIL H:SEE TABLES 158 OR 16B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE %�Q'•, $'qTE � 3)THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. LOCATIONS. '��(�s'•.F<ORIDA,.•'G�\ � \ A. ILLER,P.E. FL P.E.N 58705 TABLE 1A e ^ Mullion Capitally Table Ibste) xK Opening Width(for verilcallysparving mufflons)or OponIng HaIght(for horizorgaD/-sparvirig mullions) x� a 501n 601n 701n 001n 90 in 1001n% 1201n 1401 1601n � o Reetangular Trap 6". Reclangolar TrepfM I. Reclanguler Trap/Tdanp. Rectangular Trap/Tdang. ReclenItWor Traprrdeng. Rttlanguler TroprTdeng, RecfmguW Tmprtdang. Regmadar Trapfmang• Rectangular Trap/Tdang. d 1 X 2 X.125 Loading Loading Loadng Loafing Loading Loadng LoadNp Loedlg Lowing Loadn9 Loading Laadng L.&D lowing Loading Loading Loading Loadng p2 2 V Alum.Tube .' F' ,�' �' €.., s F .' ',. z^ s € p�.. €� .. �' �' �',: �' ,. F ,. ,. � Muman a s g g g a b a � b 5 a� a� ,g 8� �N m 3_ r9 E b c3 $ s g . Z C) 421n 111.9 40B 129.5 332 03.2 408 116.6 325 79,9 408 107.6 321 69.9 408 104.4 Mg 142.1 408 104.0 J10 65.9 408 101.0 370 48.6 408 104,0 310 39.9 488 104.0 310 35.0 /OB 104.0 3f9 J W 481 74.9 312 83.8 268 62.4 312 73A 252 53.5 312 87.0 249 48.8 312 63.2 246 41.6 312 81.3 244 37.5 312 01.0 244 31.2 312 61.0 244 26.8 312 1 01.0 244 23A 312 01.0 1 244 _ 50.625 In 63.9 281 70.6 234 53.2 281 1 61.5 228 45.6 281 1 55.7 224 1 39.9 1 281 1 52.1 222 35.5 281 60.1 220 31.9 281 49.3 219 28.6 281 49.3 218 22.8 281 49.3 219 20.0 281 49,3 219 W C>o O ra 541n 52.6 247 57.5 207 43.9 247 49.8 202 37.6 247 44.6 199 32.9 247 41.8 198 29.2 247 39.4 194 26.3 247 33.4 183 21.0 247 38.1 193 18.8 247 38,1 193 18.4 247 38.1 183 M M F- 601 38A 200 412 170 32.0 200 35.4 166 27.4 200 31.6 163 24.0 200 28.9 160 21.3 200 27.1 169 19.2 200 23.9 157 16.0 200 25.0 168 •J 631n 33.1 101 35.3 155 27,6 181 30.3 162 23.7 181 26.9 149 20.7 181 24.5 148 18.4 181 22.8 144 10.4 101 21.7 143 7 m � 66 In 28.8 165 30.6 142 24,0 165 26.1 139 20.6 165 23.1 136 18.0 165 21.0 117 ee W 721 22.2 139 23.3 120 18.5 139 19.9 118 16.9 139 17.5 116 J In g Z 761n 18.9 125 18.7 108 16.7 125 18,8 107 J � � 761 17.3 118 18.2 104 I-- J TABLE 1B ANCHOR CAPACITY ADJUSTMENTFORMULA: H _oz ao 0 Anchor Ca acl Table Ibs ANCHOR CAP.,,„,,,,, �`� .•o�� Su0lmla 2,7k Corlorelo 3.5k Conn. Hollow CMU I'M CMU PT Wood hlelol (DP_)X( )=ANCHOR CAP.,,, "' o 5N8'Ell, 1!4'66 Eko 5118'Elco 111'88 Eko 810 Sleal 1f12 Steel 612SIed MULLION CAP.,,o,,.,. ILJ X Anchor Clip Patterns Anchor Typo: 3116'Eka Ullrocon 114'Eko UlOocm WIV Elco Ulaacon 114'Elco Ullracm Y Y UlW E11 /4'6S Cia Ullrac lc Ag9SS EIcr screx(OS)Sornv(G5) Screw(OS) USE THIS FORMULA TO OBTAIN THE'ANCHOR rt gsmnoo 0nk r 2412• r 244 1118• r 2-IW 1' 2AW 2' 3-118' 2- 0.48' 0.54• 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN F-' Embedment Mk 1414' 1414' 1414• 1414' 2• 1-114' 1.14' 1-I/4• 1-t/4' 1-114' 1-114• 2' 1416• 1418' lades ACTUAL PRESSURE REQUIREMENT FOR THE Q Q O el O 2 Anchors Q 4.75'M1.0.0.1 Standard or Met Up(Fig.1): 390 lbs 3901bs 45010 890 lbs 16141bs 270 ros 28010 354 on, 740 lbs 37410 60410 94s ros r1701b� 44210 S60Ibs OPENING,WHEN IT IS LOWER THAN THE MULLION d Z�•O 5;0 4 Antons Q 1.15'htln.O.C.!Standard(uOesel)C5p(FIg.2): 48010 700 lbs WA WA WA WA 38010 WA WA WA WA WA 8851Ds 11201es CAPACITY(FROM THE TABLE)OF THE SELECTED _ C� 4 Anotm.93'hIlk O.C.1(2)215 Anglo gips I(Fig.3): 780 lb. 780 ms 880 lbs 15601bs 1896 Ibs 540 ft 660 ros WA 760 1b, 74e1m ee9lDs tes2lw 8851bs 1120 ros MULLION.I7 WILL YIELD AMINIMUM ANCHOR 3g 2 AncMrs®0.45'MN.O.C./U.glp,Inlo.125'Alum.(Fy.4): WA WA WA WA WA WA WA WA WA WA WA WA NIA 716 ros CAPACITY WHICH MAY BE USED TO QUALIFY 1 AnctuxI Flap(F10.5): 10510 19510 2251es 4451Ds 67210 135169 140164 177 ros 370164 tante 33z1es m31ba of 10 260Im ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anchom 441.15'01.O.C1 F47Ip 1F1.0): 24010 35010 WA WA WA WA iB01bs WA WA WA WA WA 341 lbs 44210 58010 ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. ' FIGURE 1: FIGURE 2: TABLE NOTES: PR DUCT1tt3V1SFID ® ® ns coin)1!)•In8 pith the Florida 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Uu81L9A 03de ® ® SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. ---� 1.000' `-- A`'` p - ` 57 01 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OROPENING WIDTHS IS ALLOWABLE. r - FIGURE 3: I Nlami 4dc Prodacl Control 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. ® ® ® ® HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.000' FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED IN PAIRS. \`\ �pN ��/� 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED •12� Y��.•'�tCCNSF '`F.f3 CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 0.90.WOOD SHALL BE PRESSURE-TREATED C 7t• FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125' I N0.58705 THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 1'X 2'X.125'MULLION LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND _ tSATE1dW5 THE MATERIAL.910&912 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. ORID /ONAL A.LYNN1OLL1R,P.E. FL P.E.9 58705 I TABLE 2A ® 3� Mullion Capacity Table Ibstfe F5 Opening Width(for wrticalty•sparving mllilons)orOpeninB Hotght(for lwdzontalh sp9rring mlilions) v�1k� 501n 801n 701n 601n 901n 1001n 1201n 1401n 1601n la�• o Reclengular Trap/niarg. Rectangular Traprrdan9. Realengular RapTAang. Reclergular Trepridarg. Rectangular TloprTdarg. RW.MulaI TrelJrdarg. Recle ilular T. ang. Rectangular TraplTdalg. Rectangular T1apRAeno. �q�c -51 1x2%.375 Loading Wading L.,,rg •Loading Loading Loading Loading Loading Loading Wadllg Loading Loafing Loading Loading Loading Loafing Wading Loafing oY g U Alum.Tube £ gg„ '�gg.. -g ., aF.. Fa a�.. -- v 711� Mullion6 � ladif om z �� W o f`f-�- 421. 170.0 620 170.0 435 161.3 582 170.0 478 129.7 W2 170.0 608 113.6 681 169-6 518 100.6 662 108.9 517 90.8. 662 168.9 fi17 76.7 662 1689 517 64.9 662 1689 517 58.7 662 186.8 617 W 481. 121.6 607 1380 419 101.-0 507 119.2 410 813.9 507 108.7 403 76.0 507 1026 309 67.6 507 D9.6 397 60.8 507 99.0 396 60.7 507 99.0 398 43.4 607 99.0 388 3&0 507 99.0 396 J W 7 = 60.626 In 103.7 456 114.6 379 68.4 456 99.9 371 T4.1 458 90.6 384 84,8 458 84.6 380 57.8 456 81.3 357 51.8 /56 80.0 356 43.2 456 80.0 356 37.0 456 80.0 356 324 456 80.0 356 W on O 541n 85.4 400 93.3 338 71.2 400 80.0 328 81,0 400 727 322 53,4 400 87.3 318 47.5 400 84.0 316 427 400 623 314 95.6 400 61.6 313 30.5 400 81.8 313 28.7 400 87.6 313 m O Cl) 601n 623 324 66.9 276 51.9 324 61.5 270 44.5 324 61.2 284 38.9 324 48.9 250 34.6 324 43.9 257 31.1 324 420 255 28.0 324 40.5 253 222 324 40.5 263 1D.6 324 k141 F t0 J 13 In 63.8 214 57.4 252 44.6 294 49.2 246 36.4 294 438 241 33.8 204 39.8 237 20.9 294 37.1 234 26.0 294 35.2 232 224 294 33.5 230 19.2 294 37.4 230 16.8 28.1 60 In 468 268 49.6 230 39.0 266 424 225 33.4 268 37.6 221 29.2 268 34.1 218 280 268 31.6 215 23.4 268 29.6 212 19.6 269 28.0 210 76.7 168 27-7 Z09 14.6 261 z (1)z' m$ ' W 5 $ W 721n 36.0 225 37.8 188 30.0 225 322 191 Z5.7 226 Z8.4 186 226 226 256 185 20.0 225 23.6 182 780 225 221 180 16.0 225 20.3 177 129 716 19.8 178 11.3 71676In 30.8 202 32.0 177 25.5 202 27.2 173 21.8 202 23.9 170 19.2 202 21.5 107 17.0 202 19.7 165 15.3 202 1&4 103 128 202 18.7 160 10.9 202 15.9 168 0.8 202 U)78 to 28.3 192 28.6 168 23.6 792 26.1 165 20.2 192 220 1e2 17.7 192 19.7 159 15.7 162 181 157 14.2 162 16.8 155 17.8 162 1. . . . Q J r ♦- J Z Q N O 00In 18.6 144 79.0 128 16.4 144 18.1 128 Q Z r• 881n 16.2 127 16.6 113 ~ -�•O 0C3 v TABLE 2B ANCHOR CAPACITY ADJUSTMENT FORMULA: F, Iq o' b° Anchor Ca ac Tabia Ibe ANCHORCAP.,"u,,,, Of N S Subslrst.: 2.7k Conercl. INIA ne. HoUaff CMU Filled CMU PT Wood Metal (DP-)X( )=ANCHOR CAP.,,o w t!4•SS EIw 5118 Eko 1!4•SSEko 1110Steel812 Steel 012SIed MULLION CAP.,,",,,,,, L) X Q O O Anchor Clip Patterns Anchor Typo: 3116'Elco Ultrecon' 1!4'Eko Uluaca. j270lbs Uarecon 1!4'Elco Ulirscon n A9greGatar Uluacon AggreGetor Screrr(GS)Screw(G5) Soma(G5) USE THIS FORMULA TO OBTAIN THE" Edge CI3Unce Cy. t' 24W V 2-112• ' 2-1a• +' z-trr 7 3-116' z• o.ae• o.5r o.3u• CAPACITY REQUIRED'CORRESPONDING TO AN d. a- Z m0 O F�rllladmem tiny 1.3/4• 1-3M• 1.3/a• 1ar4• 1•v4• 141a• t•va' 1.1141 1-v4• 7 tare• 1aB• lodes ACTUAL PRESSURE REQUIREMENT FOR THE € � 2Anclwre®4.75'Min.O.C.I Standard or 053el qID lFl9.1Y 3901b7 39D lb. 4501bs tAq lbss 260IDs 35416s 7401bs 3741W s61 roe Saeitis 3411wa42IM 5601bs OPENING,WHEN IT IS LOWER THAN THE MULLION4 Anchom01.IVMin.0.C.7 Standard(m Ogsel)Clip(Fig.2Y• 480lbs 7001bs w9- NIA300 lbs 79A Nm NIA WA WA 662 Itis eeSlbs11zo itis CAPACITY(FROM THE TABLE)OFTHESELECTED 4Andlwa®3'MIn.O.O.!(2)245AnpkClip/(Flp.3k 7601bs 780I&s BBO itis 1560 mshs560 Itis NIA 7601be 748lbs 880 W 1892lbs 682 lbs 8551be11201bs MULLION.1T WILL YIELD A MINIMUM ANCHOR 2Ano4A 0..0 Min.O.C./U{21p,M10.125'Alum.(Fq.4k w9- WA WA WA NIA WA NIA WA WA WA WA w9- 7151b5. CAPACITY WHICH MAY BE USED TO QUALIFY IBS lbs 10510s 225 lbs 445 lbsa 140lbs 177 lbs 370 Pas 187Ios 3321ba 473Ibs t7o lbs 221 lb. 280 IW ADDITIONAL ANCHOR OPTIONS FROM THE 2 AnwhoraM 1.15'A+In.O.C.l F•glp(F1g.81: 2g01be 350103 NrA WA WA 190 Ib' WA N/A WA WA WA 3411as 4421bs. 560 @S ANCHOR CAPACITY TABLE NOTE:FOR THE OFFSET CLIP.USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. PRODUCTREVISED FIGURE 1: FIGURE 2: TABLE NOTES: Dundiins01 with Na Nlodda���-' D ® ® 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. LN Daacpg Lam. ® SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. BY ---j 1.000' �-'-• 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. .1iv1d adopt uCi Cantrel FIGURE 3: F3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2,000" 1 l 1 I r l ® ® ® HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. �ONY LYNN Q, /i,� FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. I �� �'Z`••'• • " << ANGLE CLIP MUST BE USED IN PAIRS. L QCT •' \.\GENS •'•,F.p 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED •375" '•,�c CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-80,WOOD SHALL BE PRESSURE-TREATED -T - No.58705 FIGURE 4: FIGURES: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125" _ �F�THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 1•X2'X.375'MULLIONLEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.N10 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR410 S.S. 7S��NAt-�,.. A.L(/NN M(LLE\R,P.E. FL P.EA 58705 TABLE 3A 1 O Mullion Ce ac Table(lbstf ) Opening Width(for ver9rallysparvilg mullions)or Opening Height(for horizontally-sparring minions) u�u77k� 501n 60 In 70 in 60 In 901n 1001n 120 N 1401. 160 in Rectangular TraprTdeng. RectengWer TropfrilenO. Rectangular Trepitamq. Radongder TEapmleng. Rectangular -gr1mg. Rectantiiar Tiapfn1mg. Rectenguler Treprraang. ReclergWer Trap/Tdang. a. .." o ao 1%2.76% IAading LoadnB Loadne Loafing Loafing Loafing Loafing Loadn9 toaduq Loafing LoafingLoadng Loadrq Loafing Loafing Loafing not z U .375 Alum. Tube a ,. ,. rs a,. .. .-. ,. �.. •a ..Mullion �' m Z (,o 42 in 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170,0 509 170.0 092 170.0 619 170.0 Ilia 170.0 621 170,0 1240 170.0 621 148.7 1301 170.0 521 127.6 Mot t70.0 521 J W 481. 170.0 708 170.0 524 170.0 650 170.0 554 170.0 992 170.0 630 170.0 1133 170.0 681 151.8 1139 170.0 077 138.8 1139 170.0 660 113.9 1139 170.0 660 97.6 1139 170.0 680 95.1 1139 170.0 680 o to 50.625 In 170.0 747 170.0 563 170.0 806 170.0 631 167.8 1032 170.0 684 146.8 1032 170.0 723 130.5 1032 170.0 747 117.4 1032 170.0 756 97.9 1032 170.0 766 83.9 1032 170.0 768 73.4 1032 170.0 756 W o a' O 64 in 110.0 797 170.0 612 161.3 907 170.0 691 138.2 907 164.7 730 120.9 907 162.5 720 107.5 907 USA 714 96.8 807 141.1 710 80.6 907 140.0 709 69,1 907 140,0 709 60.5 907 140.0 709 03 1-- Cl) 601n 141.1 735 151.6 625 117.6 735 130.3 611 100.8 735 118,0 699 88.2 735 106.2 590 78A 735 99.6 583 70.5 735 95.1 576 58.8 735 91.8 574 60.4 735 91.8 674 44.1 735 91.0 574 F- 63 - � J 631n 121.9 666 130.0 570 101.6 668' 111.6 557 87.0 668 98.9 547 76.2 668 90.1 538 67.7 668 83.9 531 60.9 666 79.8 526 50.8 866 76.8 621 43.6 668 75.6 621 38.1 666 76.6 621 66 In 106.0 607 112.4 522 88.3 ON 06.1 611 75.7 607 85.0 501 66.2 607 77.1 493 58.9 607 71.5 486 53.0 607 67.6 401 44.2 607 63.4 478 37.9 607 62.7 474 33.1 607 62.7 474 Z a g $. J 721n 81.6 510 85.8 443 66.0 510 73.0 434 58.3 10 64.3 426 51.0 510 57.9 419 45.4 510 53.3 413 40.8 510 50.0 406 '34.0 510 45.9 402 29.2 510 44.4 399 25.5 510 44.3 399 N 1T YW 76N 69.4 458 72.5 400 57.8 458 01.7 392 49.6 458 54.1 385 43.4 466 48.6 378 38,6 458 M.6 373 34.7 458 41.6 368 28.9 458 37.7 382 24.8 456 30.0 359 21.7 456 35.7 358 J J_ _rcZ 76 In 64.2 435 67.0 381 53.5 435 58.8 373 45.9 435 49.8 12026.1 435 44.7 360 35.7 435 40.9 355 32.1 435 38.1 351 26.8 435 34.4 344 22.9 435 32.6 341 20.1 435 32.2 340 Q F a 901n 41.8 J27 47.1 290 34.6 327 36.4 285 29.8 327 31.8 327 28.3 276 23.2 327 25.7 271 20,9 327 23.7 268 17.4 327 21.0 262 14.9 327 19.3 258 Q n ZN961. 34.4 287 35.4 257 28.7 287 29.9 252 24.6 287 26.0 287 23.t 244 f9.1 267 20.9 240 17.2 287 19.3 237 14.4 287 16.0 2J2 CO 108 to 24.2 227 24.7 205 20.2 227 20.8 201 17,J 227 18.0 227 18.0 195 xW1111. 22.521522.7 191 186 215 191 nj Y 1201n 17.6 164 17.9 167 (~) x S O O TABLE 3B ANCHOR CAPACITY ADJUSTMENT FORMULA: iL Z Ul U) Anchor Capacity Table Ibs ANCHOR CAP.:-,,-) mO�O Sutxilmlo. 2.7k Concrelo 3.5k Cont. Hollow CMU Filled CMU PT Wood Metal MI.)X( =ANCHOR CAP.,., o � 5116'Eko 1!4'6S Eko 5/1e'Elco 1/4•SS Eko filo Steel 012 Sleet 012 Sleet MULLION CAP. ... Anchor Clip Patterns Anchor Type: 3116•Eloo U11- 1141 Elco Uluocm 3'1V Elco Uln000n 114'Elea Ullracan Ullrocon A9910Elcr Ullmcon Annreaalor Screw(G5)Scraw(G5) Screw(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR EdOe DW....(1n): 1• 2-12' V 1 2.12• 3.118' 1• 2-12' 1' 2-12' r 341W 2• 0.48- 0.54• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN Embedment On): 1-374• 1-314• 1.314• 1.314• r 1.114• 1-1140 1-114• 1-iM• 1-114' 1-v4• 2' 1376' 1378• tedas ACTUAL PRESSURE REQUIREMENT FOR THE 2Amhom @ 4.75•Min.O.C./Slandaid wO6sel Clip(Fig.17 3100 Itis 390 1b, 450lbs 8901bs 1644 IDs -270166 280lbs 354 lbs 740 lb, 374 1b. 664Ibs 946 lb. 311 to$ 442lbs 560109 OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchors Q 1.15•Min.O.C.I Standard(orOnsel)Crip(Fila.2): 4801bs 700 lbs wA WA WA NIA 3801bs WA WA WA WA WA 682 1b, eas Iw 11201bs CAPACITY(FROM THE TABLE)OF THE SELECTED 4Ar,dms4$3'Min.O.C.1(2)2.5 Angle 47ips I(Fig.3): 7801bs ISO Ibs 680106 I5601bs 1896 @s 540 lbs 660 itis WA 760 itis 7481bo 880106 18921bs 6821bs 8851Da 1120 lbs MULLION.IT WILL YIELD A MINIMUM ANCHOR 2Arolnrs Q-0.45•Atia.0.OI U-aIP.IaIa.125•Alum.IFta.4): WA WA WA WA WA NIA WA WA WA WA NIA WA WA N/A 715106 CAPACITY WHICH MAYBE USED TO QUALIFY 1 Andror/F4;Op(Fq.S): 195166 196 IDs 226 Itis 445106 622106 136106 740106 177 itis 370106 1871he' 332106 4731bs 1701ae 227706 Zea las ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anchom®1.15'MIn.O.CJ FCllp(FI0.8): 240106 550.os WA NIA WA WA 190lbs WA WA WA WA WA 311 IDs 442IW Sao IDs ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. RODUCPRBVISBD complying with the Florida ulldlog Crik �•�• cocp9lnroNo-.L - CJo. FIGURE 1: FIGURE 2: 4010 TABLE NOTES: --1 1.000' r �� ® . -o�+ ® ® 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. tiunl ado Product Conti1 _ SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 11 I I j 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. �p��Y LYNN FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23. 2.750• `� k�CENS� •,FAQ �� ® ® ® HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. = T1' No.58705 '�t FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 490.WOOD SHALL BE PRESSURE-TREATED a.375' :P•'. l�`I IS 47 FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125' S'ATEE OF ® THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045•THICK(IS GAUGE).STRUCTURAL STEEL TO BEAT %O'� FCORIDP,. \` LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 1'X 2.75'X.375'MULLION �s•'••.,,,,... ® ® THE MATERIAL.010 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. ��i0NA1-�Grt�`• A.LYNNIMILLE ,P.E. FL P.E.#58705 TABLE 4A ® "^ Mullion CxpacKyTablo IbsR12 OpeningWidth(for4edlcaly-sparyirgmilions)orOpeningHeight(forhoriznMelyspariNrgmrl6ors) arxC a 501n 601n 701n 801n 001n 1001n 1201. 140 in 160 In $N O 1 x 2.76 X Rectengllar Ttopffrl g Raclenguler Tmpfrdang. Raclmgular M."ang. Rectengdar Treplydang. Rectangular TreprTd-0 Rectangul r TrepKdong. Roclangulm TrWTdsng. Roo1mgm!r Tmp/rdang. Roclongalar Tmpnlleng. Loading Lowing Loading Loafing Loadng lowing Loading Loading loading Leafing Loading Loading Loading Loading Loadng Loadng Loadng Loading ga! i .860 Alum. �, F F2' Mullion F D L• �• x F D D F �• F F ?' F F F L• F D F 1.0 r` Tubo �&' a.. �.- u g• €� be• 3� 1bt }�t-a � `b� � � € }fit s`� }iia U) W E d d ��c €. ¢ d 3a� s� d s ¢ do day oar W 421. 170.0 620 170.0 435 170.0 744 170.0 1 478 170.0 860 170.0 508 170.0 902 1170.0 510 170.0 1118 1 170.0 521 170.0 1240 170.0 521 170.0 1468 1 170.0 521 158.7 1620 170.0 621 1138.8 1020 170.0 521 J U] 48b 170.0 708 170.0 524 170.0 850 170.0 684 170.0 992 170.0 830 170.0 1133 170.0 081 170.0 1275 170.0 677 170.0 1417 170.0 080 141.7 1417 170.0 880 121.5 1417 170.0 660 106.3 1417 170.0 680 0 _ 50.625 In 170.0 747 170.0 563 170.0 896 170.0 6[30.7358 .0 1048 170.0 684 170.0 1195 170.0 723 162.6 1286 170.0 747 146.3 1286 170.0 758 121.8 1286 170.0 756 1045 1288 170.0 758 91.4 1288 Woo 758 W O o O 541n 170.0 797 170.0 012 170.0 956 170.0 60.0 1116 170.0 754 150.7 1130 170.0 B03 133.9 1130 170.0 637 120.6 1130 170.0 650 100.5 1130 170.0 861 68.1 1130 INA 961 76.3 1130 170.0 601 � co 00 In 170.0 865 170.0 701 146.5 915 162.3 75.5 915 144.5 748 108.9 915 132.3 735 97.8 915 123.9 728 87.9 916 118.5 720 732 815 114.4 715 82.8 015 114.4 716 54.9 915 114.4 715 E" '--1 631n 151.11 830 101.9 710 128.5 830 138.9 605 830 123.2 661 94.9 630 112.2 070 84.4 830 104.0 662 75.9 870 99.4 650 03.3 830 04.6 649, 54.2 830 94.1 849 47.4 830 04.1 649 v 7 Z l0]Kc z° m � Kc 60 In 132.1 757 140.0 650 110.0 757 119.8 0 .5 757 105.0 824 82.5 757 96.1 614 73.4 757 89.1 608 68.0 757 84.2 600 55.0 751 70.0 593 47.2 757 78.2 591 41.3 767 76.2 591 z is N Y j 721n 101.7 638 100.8 552 84.8 638 01.0 5 .7 630 80.1 530 03.6 638 72.2 521 50.5 630 60.6 514 60.9 638 62.3 500 42.4 636 57.2 500 3a.3 638 65.3 487 31.8 630 55.2 497 J J v rZ 761n 88.5 571 WA 496 72.1 571 76.8 4 . 571 67A 479 54.1 571 60.6 471 40.0 571 55.5r 43.2 571 51.8 459 38.0 571 47.0 451 30.8 671 44.8 447 27.0 671 41.5 448 Q 781. 80.0 542 83.4 474 88.7 642 70.8 4 .1 642 82.1 450 50.0 542 55.7 449 14.4 512 u51.0 40.0 542 47.5 437 33.3 512 42.9 420 28.8 542 40.6 425 25.0 512 40.1 423 F' Q N 0 901n 52.1 407 63.7 381 43.4 407 45.4 3 .2 407 39.0 349 32.5 407 35.3 343 20.9• 407 32.1 26.0 407 29.8 334 21Y 407 28.1 327 18.6 407 24.1 322 18.3 407 23.0 319 Q � ZtpOBIn 42.9 SSB M.1 320 35.8 358 57.2 3 .7 356 52.4 309 28.8 358 20.8 304 23.9 358 26.1 21.5 3% 24.0 206 17.0 358 21.0 289 15.3 358 18.2 281 WX1WIn 30.1 283 30.8 255 25.1 263 25.9 21.5 293 n.5 247 18.8 283 19.9 244 16.7 283 16.0 15.1 283 18.5 237 LU � Y111 In 27.6 267 28.3 242 23.1 297 23.8 2 .8 257 20.6 235 17.3 267 18.3 231 t5A 267 10.5 FL 1201. 22.0 229 22.3 209 18.3 ?20 18.8 25.7 229 16.2 2020U X Q O rn TABLE 4B ANCHOR CAPACITY ADJUSTMENT FORMULA: g u m O s.O Anchor Ca acI Table lbs 1 ANCHOR CAP.,,,,,,, m- Subslmle: 27k CArcrelw 3.5k Cono. Hoeox CA1U Filled CMU PT Wood Metal (OP-3 X( )=ANCHOR CAP.,,, 8 �-3 rc� 6116•Elco 1/4'Ss Elco 5/16'Etc. 1/'eS Eko 810 Steet 812 Steel 812 sled MULLION CAP.,,,,,,,, Anchor Cllp Patterns Anchorrype. 3118'Elco Ulbacen 14'E1co1.1JU. n 3/18•Elco Ullracon 1/4'Eko Ul9ecan UlOecon A9pmGelor Ullmcon A90rc0ata scrrll(05)Sarox(cs) Scraw(O5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge gsWnco 0nY 1. 2.1/2' 1' 2-12' 3.08• i' 2-112' 1' 2.1n' 2' 3.1/6• 2' 0.48• 0.54- 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN Embedment tn): 1-3W I-TV W14' taro• 2, 1-1/4' 1414' 1-114' 1-1/4' 1-1/4' 1-1/4' 2' iJlB' 1J/6' wdo$ ACTUALPRESSURE REQUIREMENT FOR THE 2 Anclwrs�4.75'Mi..O.C./Standard or OHsel qlp(Fig.1): 3901os 39016! 45010! 89016! 184410! 27016! 29016! 354 Ns 74016! 374108 88416! 0461bs 341 lbs 442lbs 68010! OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchms®+.15'Min.O.a I SWndwrd(aOrcset)CUP(FW 2g 490 lbs 7001bs WA WA .WA WA 'mo Ibs WA WA WAtIVA WA WA 682 Ibs 8851 neo-lbs CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Anctas�3'Min.O.C./R)MAngle C9ps/(Fig.3p 780 Ibs 780 lbs 680 ros 1560 Ib. 1696ms 540 1b, 5601bs WA 760 Ibs 740768Ic. 1892 tics .682 Ibs a85bs 11201bs MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 Anciars l$0.45'MIn.O.C./U{21p,1.10.125'Alum.(Fla.1} WA WA WA WA WA WA NIA WA WA WA WA WA 7151bsCAPACITY WHICH MAY BE USED TO QUALIFY 1 Anchor I F47Up(F1g.57. les lbs 1051bs 2261bs 445Itos 8221bs 1351bs 140lbs 177Ins 370Ins 187lbs216! 473lbs 170 lbs nuts zeo lbs ADDITIONAL ANCHOR OPTIONS FROM THE. 2Anahas®1.15'MIn.O.Cl FL11p(Fq.6J: 240 Ws 350 ibs WA WA WA WA te0lbs WA WA WA WA WA 341 Lbs 4421W S601bs ANCHOR CAPACITY TABLE RODUCf RHy]SF.D NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. ugd� With 1he plbrida cccptwN. -jjFIGURE 1: FIGURE 2: TABLENOTES: 1.000' k_p,1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. lum! 1 ® SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. \711111111171,/ 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: Q\ 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.750' \CENSE ,p ® ® 0 ® HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 1 >4e.. No.56705 }r FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 650' ( r- CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 690.WOOD SHALL BE PRESSURE-TREATED ;, ( S;' u FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-TS AND BEA MINIMUM OF.125' S ATE OF THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND:045'THICK(16 GAUGE)..STRUCTURAL STEEL TO BEAT 'O'�` •'•.FC ORIDP•'.�_•` LEAST THICK AND 136.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 1'X 2.75'X.650'MULLION '.�11 • .....•• ® � THEMATERIAL. RIAL.M10 8 A72 ANCHORS INTO WOOD MAY BE STEEL,1&8 S.S.OR 410 S.S. /, VA 'S�O )-, mo LY,, A. NN MILLER11,P.E. F L P.E.S 58705 TABLE 5A Mullion CapacKyTablo Ibe#ta Opening Width(for wNcaly-spar.irg mullions)or Opening Height(for horizonlally-spamitg mullions)501n 601n 70 in 801n 901n t001n 1201. 1401. 180 in 1"sTrep/itleig. Rectae Ner Tra den Recl ler L 1: }: 8 TJT 0 engu ap/Trlang, Recle lar Trep/Tdang. Rectangular Trep?dang. ReDlengWer TraplTdang. Raaleneuiar TrepTderg. RaclangWar Treplldeng. Rectangular 'TreplTdang. aY w 1"x 3.125"x Loadng Load Loadng Loadng Loadng Loafing Loafing Loadng Loadng Lmdog Loadn9 Loafing Loading Loadn9 Loadng LoadnO LI&.9 Loafing 02 g J .600"Alum a A.. a.. a a.. �s •a-. .. o a,. .. a a ,. 'a,. a .. va a ,. a s,� a Tubo Mull o� o $ t$ gS � $rg. g @ g $ �. g $ L3 g, $s. g $ N lill gt: brZ a� � 421. 170.0 820 170.0 435 170.0 744 170.0 478 170.0 688 170.0 508 170.0 092 170.0 519 170.0 1118 170,0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 154.4 1602 170.0 521 J LU 4814 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 63D 170.0 1133 170.0 881 170.0 1275 170.0 677 170.0 1417• 170.0 660 157.7 1577 170.0 680 135.1 1577 170.0 080 118.2 1577 170.0 660 7 50.625 In 170.0 747 170.0 563 170.0 808 170.0 631 170.0 1048 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 758 141.7 1495 170.0 750 12" 1495 170.0 756 108.3 1495 170.0 756 w p O Q 541n 170.0 797 170.0 612 170.0 958 170.0 691 170.0 1118 170.0 754 170.0 1275 170.0 803 168.1 1401 170.0 837 149.5 1401 170.0 650 124.0 1401 170.0 861 106.8 1401 170.0 861 93.4 1401 170.0 Wi M 601. 170.0 885 170.0 701 170.0 1083 170.0 707 158.5 1158 170.0 678 136.7 1158 187.0 928 123.3 1156 158.6 917 111.0 1156 149.7 910 025 1150 144.5 903 79.3 1160 144.6 903 69.4 1158 144.6 003 ~ J 03 in 170.0 930 170.0 745 159.6 1049 170.0 650 137.0 1049 155.5 800 119.8 1049 141.7 848 100.6 1049 1320 830 95.0 1049 125.5 826 79.8 1049 119.3 820 68.5 1049 118.9 819 59.9 1019 118.9 018 U c881. 188.8 955 170,0 789 130.0 955 151.3 804 119.1 055 133.7 786 1042 955 121.5 775 92.6 855 112,8 785 83.4 055 108.4 767 60.5 955 99.8 719 69.8 955 88.7 748 62.1 955 98.7 748 4. iw j 72 in 12(1.5 803 134.9 897 107.0 803 114.8 882 91.8 803 101.1 670 80,3 603 91.2 BSB 71.4 803 83.9 049 64.2 803 78.8 842 57.5 80.1 72.2 6'32 45.8 007 89.6 626 40.1 803 69.7 627 5 toT`2 aZ 76 in 109.2 721 114.1 629 91.0 721 97.0 018 78.0 721 65.1 605 68.3 721 78.5 595 60.7 721 70.1 588 $4.0 721 65.4 579 45.5 721 69.4 669 39.0 721 50.0 584 35.1 721 58.1 663 Q ?781n 101.0 884 1 05.4 599 64.2 684 89.4 587 722r452 76.4 576 83.1 684 70.4 567 58.1 084 64.4 658 50.5 684 59.0 551 42.1 684 54.1 541 38.1 684 51.3 636 31.0 861 50.8 534 Zp901. 85.8 514 87.0 458 64.8 614 67.3 448 47.0 50.0 440 41.1 514 44.8 433 30.5 514 40.5 427 32,9 514 37.3 421 27.4 514 33.0 412 23.6 514 304 406 20.6 514 29.0 403 ¢ �?001n 54.2 452 55.7 404 45.2 452 47.0 300 38.7 40.9 38O 33.9 452 36.4 384 30.1 452 32.9 376 27.1 452 W24611.6 2 26.8 385 19.4 452 24.2 359 18.0 452 22.8 355 bo 108In 38.1 357 38.9 322 31.7 357 32.7 317 27.2 28.4 312 23.8 357 25.2 308 21.1 357 22.7 303 19.0 357 7 18.0 293 13.6 357 10.2 287 11.9 357 15.0 283 111N Y111. 35.1 338 35.8 308 20.2 338 30.1 301 25.0 28.1 298 21.9 338 27.1 282 19.5 338 20.8 288 17.5 336 6 18.5 -278 12.5 338 14.0 273 11.0 338 13.8 269 M VJ U) i20N 27.7 289 28.2 203 23.1 289 23.7 259 19.8 20.5 256 17.3 289 18.1 252 15.4 288 16.3 240 13.0 289 9 12.8 210 9.9 288 11.4 238 8.7 287 10.4 232 U x Q O Q..r Z TABLE 5B ANCHOR CAPACITY ADJUSTMENT FORMULA: m05:O AnchorCe act Table lbs ANCHORCAP.,,e.,,,,, SUWlrete 2.M ConcMe 3.5k cont. Ilola#CS1U Fme0 CL1U PTWOW mad (DP,)X( )=ANCHOR CAP.,,,, 5016'Eke 114'SS Eko 6/15 Elco U4'SS Eleo 910 Sled #12SIee1 912 Sleet MULLION CAP-„",,,.,, Anchor Cllp Patterns Anchor W 3116'Elco Ultracm fld'EIe0U8mcOn Uteacon 8'15 END U11=00 V4'EkoUllrecon AggfeGator Ulacal AggmGat r Scre#(G5)Screw(W) Screx(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edg.Distance(tn) r 2-1/2' i' 2-IQ- 3.118' 1• 2-112' r 24/2' 1 2' 3.1/8• r o.ae• 0.54' --F3-w CAPACITY REQUIRED"CORRESPONDING TO AN Emhednenl n 13/4'_ 13.4' 13r4' 13'4' 2' 1-114' 1.1/4' 14/4' 1-1/4' 1.1/4' M/4' r tare• 1-Mr vales ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anchors®4.75'MIAO.G./Stelae a OOset Cup(R9.17 3001Ds 39D IDS 450IDs See Ir0 ISM IDs 270 IDS 280 IDS 351 los 740 IDS 374 IDS 661 IDS 946 IDS Sit ma 442 IDS 660 Its OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchors®1.15.6110 O.C./SlaneaN(a IXtel)Ctip(FT9 2) 480IDs 700Ihs IUA IVA NIA II/A 3801DS IUA WA IIIA IUA IVA 6821b 8851DS 1120 @8 CAPACITY(FROM THE TABLE)OF THE SELECTED 4AMhors®TI'lln.0.C.1M215Ao21e Clips/(R9.3T 780 IDs 780 IDS 6B015s 1563 IDS 18961D5 510ms 560m3 IIIA 760 IDS 748 IDS 695 IDS 1892 IDS 68211 68510s 11201os MULLION.IT WILL YIELD A MINIMUM ANCHOR 3Ami; @ 0.45'I.11n.O.C.I UCUp,Inl0.125 Alum.(Fig.4 IIIA I IIIA IIIA IVA IIIA IIIA MA NIA IVA IIIA I IVA I IVA N/A IVA 1073 ms CAPACITY WHICH MAY BE USED TO QUALIFY 1 AmUor/FCUP 09.5J IDS IDS 105 IDS 2251D5 445 IDS 822 IDS 135 ma 140 IDS 177 IDS 370 It. 187 IDs332'r211Ds 473 f0s t7mos zzn5s 2ao la ADDITIONAL ANCHOR OPTIONS FROM THE 2Anerorspl.t51,11RO.CJFCll (FITS) 240 IDS 350 IDS IUA IVA IIIA IUA iB710a IUA IUA IUA IUA IUA 3111Ds 4421Ds Lfi0106 ANCHOR CAPACITY TABLE. RODUCTRBV3SED .NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. a complying with(be Florid. u0dIAscedc _ FIGURE 1: FIGURE 2: TABLE NOTES: Dnu ��.+•40 ® ® 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON.LOADING. ieml odc taroduN Control • �) ® SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. N0111111"', IIIII/ 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDTOR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: 3.125' ... •Mi������ 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. `�Q••• �10EI4gF ,P ® ® ® HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 3�' No.58705 ''tr FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. _- ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED .500' r CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED - )3 (( FIGURE 4: FIGURE 5: FIGURE& YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125• STATE O5 (1; THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICKGAUGE).18 STRUCTURAL STEEL TO BE AT V X 3.125'X.5'MULLION ( WVF MULLION) �i�(�I''•��ORIOP G,\�� ® LFAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND r ® ® THE MATERIAL.#10 ANCHORS INTO WOOD MAY BESTEEL,18-6 S.S.OR410 S.S. /OW - A.LYl'IISIMILLK P.E. FL P.E.#56705 TABLE 6A an Mullion Capacity Table(I belle Opening Wldlh(for oerlicely-spanning mullions)or Opening Helght(for hodzontelq-spanning millions) 601. 601. 701n 80 In 901n login 120 In 1401. 1601n swy' g o Recten9ulor Trsp,'idam. Rectangui.1 Tr.plTdo.9. Rectangular re one. RectongdoI TrapTdan9. Rcol.ngular Trep/Tdan9. Reclengdar TrapTderg• Reclen9ular TrapRdarg. Rectangular Trop/idang. Rectangular TiapRdanO. y o 1X4%.126 Loafing Loodng Loadng Loadng w,odag Loadlg Loading Loafing Loafing Loafing Loafing Loadn9 Lending Loafing LoaAng Loodn9 Loodng Loodrg Alum.Tube ',. ' ' ' €,. �' ',. €� g '� 4 �'„ '� ',. -i; .F € . � .• .'� : � LL Mullion gg $ >i gig $ � •3 �� h � N d t5 cR 3 d 0 c3 c3 �o m r- s� atr €E Is. s� W 421. 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 608 170.0 992 ,170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 621 170.0 1466 170.0 621 145.6 1489 170.0 521 127.6 1489 170.0 621 J � 4810 170.0 708 170.0 624 170.0 550 170.0 684 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1276 170.0 077 160.3 1303 170.0 660 130.3 1303 170.0 680 111.7 1303 170.0 680 87.7 1303 170.0 680 X U 0 50.025 in 170.0 747 170.0 563 170.0 696 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 160.1 1235 170.0 747 140.6 1235 170.0 706 117.1 1235 170.0 766 100•41235 170.0 756 87.8 1235 170.0 758 LU o❑ Q 541n 170.0 797 170.0 812 170.0 956 170.0 691 170.0 1116 170.0 754 154.4 1158 170.0 903 137.2 1168 170.0 837 123.5 1158 170.0 656 102.9 1158 170.0 861 68.2 1168 170.0 881 772 1158 170.0 661 m O F (0 601n 170.0 865 170.0 701 166.7 1042 170.0 791 142.9 1042 161.1 832 125.1 1042 146.7 815 111.2 1042 138.8 801 1000 1042 130.2 791 83.4 1042 125.1 782 71.5 1042 125.1 782 02.5 1042 125.1 782 ..J 631n 170.0 030 170.0 745 1512 992 163.6 818 129.6 992 144.4 799 113A 1192 131.0 782 100.8 992 121A 788 90.7 092 114.8 758 75.6 982 108.4 745 64-B 992 108.0 744 56.7 992 108.0 744 j 66 In 165.4 947 170.0 769 137.8 947 148.0 788 118.1 947 130.3 768 103.4 947 117.7 752 91.9 847 108.7 738 82.7 947 1022 727 68.9 947 95.1 713 59.1 947 94.0 711 61.7 947 04.0 711 Z 9c C 721. 135.9 849 142.7 737 113.2 649 121.8 722 07.0 849 1060 708 84.8 849 98.4 696 76.5 '849 88.7 686 67.9 849 62.7 676 58.6 849 76.3 659 48.6 849 72.6 652 42.6 849 72.4 651 LU•S j 761n 115.5 762 120.7 665 96.3 762 102.6 652 82.6 762 90.0 640 72.2 762 80.9 620 64.2 762 74.2 820 57.8 762 692 013 48-1 762 62.8 602 41.3 762 59.9 597 36.1 762 69.4 595 Q J& ��rca 7 E 781. 106.9 724 111.4 634 69.0 724 04.8 621 76.3 724 02.9 609 66.8 724 74.4 599 69.4 724 68.1 691 63.4 724 87.4 583 44.5 724 57.3 57J 382 724 54.3 567 33.4 724 63.5 565 Q O p 001n 69.6 543 71.0 483 58.0 643 60.7 474 49.7 643 62.9 466 43.6 543 47.1 458 38.6 543 42.8 462 34.8 643 39.6 446 29.0 543 34.9 436 24.8. 543 32.1 430 21.7 543 30.7 426 Q Z ` BB In 67.3 478 58.11 427 47.8 4711 49.7 419 40.9 pe 432 412 35.8 476 38.5 400 31.8 476 34.8 400 28.7 478 32.0 395 23.9 478 28.1 386 20.6 478 25.6 380 17.9 476 24.2 378 � N ft �•O 1081. 40.3 377 41.1 341 33.5 377 34.6 335 28.8 377 30.0 330 25.2 377 28.6 325 22.4' 377 24.0 321 20.1 377 22.0 317 16.8 377 19.0 310 14A 377 17A 304 W `-: oT p0 0� 1111. 311 357 37.8 323 30.9 357 31.8 316 26.5 357 27.6 313 232 357 24.4 309 20.6 357 22.0 305 18.5 357 20.1 301 160 357 17.4 294 (y' � U) w 1201. 29.3 308 29.6 279 24.6 300 26.1 274 21.0 306 21.7 270 10.3 306 19.2 281 18.3 308 17.3 263 U x Q O O 144 in 17.0 212 172 186 n� Z N TABLE 6B ANCHOR CAPACITY ADJUSTMENT FORMULA: roo m0 Anchor Ca acll Table(lbs) ANCHOR CAP.,,a,,,u Substrele: 2.7k Conerela 3.5k Cana. HoltowCMu Filled CMU PTWood Metal (DP_)X( )=ANCHOR CAP... SIfB'Eko 114'S9 Elca 5110'Elco 1/4'SS Eko 810 Steel 012 Sfed 012 bled MULLION CAP.,,w,,,, Anchor Clip Paltems Anctar type' 306'Elco Uluacon 114•Eko ulua.ao (9uzKon 3/18'Elco Uluacon 114•Eko utuacan AOgmOotor Uhmcon Aggrecolor Samw(051 Screw(05) SUM(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR EdBo Distance Pnk rE r Zan• a-vB• 1• 2-Irz• r 2.1rz• 2• 3•ve• r g.be• 0.54• oaz4• CAPACITY REQUIRED'.CORRESPONDING TO AN Embedment 9n): 1-3/4' 1.314' 1-314' 7 1.114' 1-114' 1-7/4' 1-14' 1.114' 1-1/4• 2' 14/8• 13/0' mdes ACTUAL PRESSURE REQUIREMENT FOR THE 2Anchom®4.75'MIn.0.41 Standard or Otket Up(Fig.1927: 390 lbs 450 lbs 8901bs 16441Da 2701b3 2801W 354 @s 1401bs 3741bs 654 lb, 9461bs 3411bs 442lbs 560lbs OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchom Q 224 Min.O.G 1 Standard(ormsap C8p(Fig.3): 700lbs 5801bs 1410lbs 95210s WA 560ros WA 630lb. WA 680 ros WA 682 ft BBs lbs11201bs CAPACITY(FROM THE TABLE)OF THE SELECTED 8 Anchors @ 1.15'mh.O.C./Slandard(of Met)Clip(Fig.4y 9W Ibss WA WA WA WA 760 Nos WA WA WA WA WA 13831Ds 1770lbs 22401bs MULLION.IT WILL YIELD A MINIMUM ANCHOR Anahws®Y Mi.O.C.1(2)2x5 Angle Clips/(Fig.5): 7801Dss 680Im 15gOlbs 18B61bs 510lbs 5601Ds WA 7601bs 7481tx1 8801bs 16921bs 6621bs 8851bs 11201bsCAPACITY WHICH MAY BE USED 70 QUALIFY 6 A.OMm®3•Min.0.0./(2)2x5 Angle Clips I(Fig.11): 11701bs 1020 IDs 2•NO lbs 28441bs 610@s 8401bo NlA 11401be 11221M 13200. 2B38It- f0221bs 13271bs 16801bs ADDITIONAL ANCHOR OPTIONS FROMTHE4AncM.@ .45'Min. /U4Ap,Into.125'Alum.(Fig.7): NIA WA WA N/A WA Nb\ WA WA WA WA WA WANANCHOR CAPACITY TABLE. 1'RODUCIRHVIBHD 2 Anchom®2.25'Min.O.CJ F7lp(Fig.B): 350lb, s 290lbs 7051bs 4T81bs WA 280 in, WA 3151bs WA 440lbs WA 3411bs 4421M 5601Ds Bundin lyingwhh lbe Nlor{da BuOdl.gCbdc ,(d4 A.M.Q IAV MN.O.CJ FLtlp(Fig.O} 480 IDss WA WA WA NIA 31f01bs WA WA WA WA WA 0821Ds BB51Ds 112016s --) 1666" �-- Aoeeptm, N0 NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. Aatc BY 6, TABLE NOTES: - Ai ml ado pbralucr C�ontr.l� FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE 11(11 • • • • • • • • E SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. ���ON( q��eF2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE.• 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES 4.000" N0.58705 TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW FIGURE 5: FIGURES: FIGURE 7: SUGGESTED,APPROXIMATE HOLE LOCATIONS. -_ f ° • ° • � 4}SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED S rAA E • • e • CONCRETE BLOCK UNIT CMU SHALL CONFORM TO ASTM 0-90.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125'THICK.STEEL THICK STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125' J7,S�ONA1.1��� ANGLE CLIP(FIGURES 586)MUST BE USED IN PAIRS. AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.810& 1'X 4'X.125' A.LYN<✓IvIILL�R,P.E. N12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. MULLION FL P.E.it 68705 TABLE 7A Mullion Capacity Table Ibslfe) Oponing Width(forverUcalty•speming mualons)or Opening Height(for htodiontalty-spanning mullions) �x C 601n 80 in 701n 80 In 901n Tobin 1201n 1401. 1601n U� o RcclantNlw Traprrdeng. Rectangufor TraFfTdarg. RectenDular Trap77dene• Reclanallar Tmprrdang. Rectangular Trepriderg. Rectangular TiapTdang. Rectangular 7mprtrlimg. Rectangular Tmprrdang. Rectangular TiaPlTd-g. oo 1x4 x.376 �z Loedn9 Loafing Loadn9 Londng Loafing LoadnB Loedng loafing Loading LaednB LoednD Loafing Loafing Loafing Loadne Loadn9 Loading Loafing 02 2 Alum,Tube LO Mullion o ¢ B $ yin W 421n 170.0 620 170.0 435 170.0 744 170.0 478 170.0 806 170.0 W6 170.0 992 170.0 619 170.0 1118 170.0 621 170,0 1240170.0 621 170.0 1468 170.0 621 170.0 1735 170.0 621 170.0 1983 170.0 621 J W 481. 170.0 708 170.0 524 170.0 650 170.0 584 170.0 992 170.0 6J0 170.0 1133 170.0 68f 170.0 1275 170.0 677 170.0 1417 170.0 680 170.0 1700 170.0 680 170.0 1983 170.0 680 151.8 2024 170.0 680 j 60.6261. 170.0 747 '170.0 663 170.0 890 170.0 631 170.0 1048 170.0 694 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 170.0 1793 170.0 758 156.0 1818 170.0 766 138.6 1918 170.0 766 W O o O 541n 170.0 797 170.0 612 170.0 958 170.0 691 170.0 1116 170.0 754 170.0 1276 170.0 803 170.0 1434 170.0 637 170.0 1694 170.0 856 169.9 1799 170.0 881 137.1 1799 170.0 881 120.0 1789 170,0 881 co 0 F- M 601n 170.0 885 170.0 701 170.0 1053 170.0 787 170.0 1240 170.0 878 170.0 1417 170.0 944 170.0 1694 170,0 996 155.6 1619 170.0 1033 129.8 1619 170.0 1063 111.0 1619 170.0 1063 97.2 1618 170.0 1063 (_-• J 631n 170.0 930 170.0 745 170.0 1116 170.0 850 170.0 1302 170.0 940 170.0 1488 170.0 1016 168.7 1642 170.0 1016 141.0 1642 170.0 1122 117.6 1542 166.6 1158 100.7 1'42 157.9 1157 438.1 1542 167.9 1157 661n 170.0 974 170.0 789 170.0 1189 170.0 903 170.0 1364 170.0 1002 160.8 1472 170.0 1086 142.8 1472 168.8 1148 128.5 1472 155.0 1130 107.1 1472 147.6 1108 81.8 1472 146.0 1104 60.3 1472 148.0 116419 Z °1 C 721n 170.0 1087 170.0 076 170.0 1275 170,0 1009 150.8 1320 166.2 1101 132.0 1320 149.9 1082 117.3 1320 137.8 1066 105.8 1320 12&e 1019 88.0 1320 117.0 1024 75,4 1320 112.6 1013 80.0 1320 112.6 1012 ? a 1W 3_ 761n 170.0 1122 170.0 937 149.6 1184 169.4 1013 12&2 1164 139.9 891 112.2 If84 125.7 978 99.7 11% 115.3 884 89.8 1184 107.5 952 74.8 1184 97.6 935 64.1 1184 93.1 027 56.1 1184 92.3 925 J (1)o mZ a -' 781n 168.1 1124 170.0 957 138.4 1124 147.0 065 116.6 1124 $19.3297 103.8 1124 115.6 831 92.3 1124 105.8 918 83.0 1124 98.6 906 69.2 1124 99.0 890 59.3 1124 84.3 881 51.9 1124 83.2 078 1,-, _I 901. r62.8 844 111.5 750 90.1 014 86.3 738 77.2 BM e7.8 814 73.3 712 60.1 614 68.6 702 64.0 864 61.4 69J 15.0 BN 64.2 878 38.8 844 60.0 668 37.8 814 67.7 662 a g Z N Or 96In 742 91.5 667 74.2 742 77.2 652 87.8 742 65.7 742 69.8 631 49.6 742 61,1 622 44.6 742 49.8 614 37.1 742 13.8 600 31.8 742 39.8 590 27.8 712 37.5 1164 ^6 _� 00 108N 668 63.9 530 62.1 666 63.8 521 44.7 588 39.1 588 41.4 505 34.8 SW 37.3 498 31.3 566 34.2 492 26.1 586 29.8 481 22.3 586 26.6 472 19.5 586 24.7 466 U)111 N 555 58.6 603 48.0 655 49.5 495 41.2 055 36.0 $55 38.0 480 32.0 558 34.2 473 28,8 555 31.3 467 24.0 535 27.1 457 20.6 555 24.3 448 16.0 555 22.4 442 axV (n U) 1201n 475 46A 433 38.0 476 3900 428 32.8 476 28.5 475 28.8 414 25.3 475 26.6 409 22.6476 246 401 19.0 476 21.1 395 16.3 476 18.7 367 14.3 475 17.2 381 xO1J1441n 330 26.7 305 22.0 338 22A 301 18.9 330 16.5 330 17.0 293 d ` Z TABLE 7B ANCHOR CAPACITY ADJUSTMENT FORMULA: .� - m O s;0 R rs� Anchor Capacity Table(lbs) ANCHOR CAP. __ g eubatmte: 2.7k Conorele 3.51,Corm. Helm CMU Filled CMU PT Wood Metal (DP,,,)X ANCHORCAP.,,, 51/6'Eko 114•SS Eko 5/16'Elco 1/4'SS Eko 810 Steel At2 Steel Al2 Steel AncfiorCllp Patteme AneAorType: 3'10'Eko Ullm- 114'Eko Ul moan 3'18'Eko lll0acon 114'Eko Uaracm Uluecon A09MGatw ullmam AggreGator Sam(05)Screw(G5) Scrow(O5) USE THIS FORMULA TO OBTAIN THEANCHOR Edge IXslerc0 OnY 1' 2-12' 1' 2.12' 3118• 1• 2-12• 1' 2.1R• 2' 8.118• 2• o.4e• 0.64• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN Embedment Mk 1.314' 1-14- 1-X48 1-314• 2• 1.114' 1-114' 1-114' i-IA' 1-114• 1414• 2• 1x16• tale• lades ACTUAL PRESSURE REQUIREMENT FOR THE 2Ann..Q43Y Min.O.C./Standardw Offset Cup(Fig.182): 390 IM 390W 450 lb, 8901bs 1044 lbs 270 lbs 280lbs 3541b, 740 IM 374 lbs 664 lbs 048 lba 3411bs 442lbs asoma OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchors®2.25 Klin,QC.1 Standen!(wOBset)Clip(Ffg.3): 7001b3 700 IM 598 lbs 14101bs 952 lbs NIA 560 lb. WA 630lbe WA UO lbs WA 682 lbs 66s tb, 1120lbs CAPACITY(FROM THE TABLE)OF THE SELECTED 8 Analim(141.15•Min.O.C./Standatif WOffsel)CII,(Fig.4} 960 lbs 14DO 1W WA WA WA WA 760lbs WA WA WA WA WA 1363 IM 1770 ros zz4o lbs MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Anchors @ T Min O.C./(2)245Angte ape 1(Fig.5): 780 lbs 780lb, 68D Ilia 1560 lbs 18951bs 510 lbs 660 IM WA 760 lbs 7481e0 880164 1892 His 682 lbs ees lea It2o ros CAPACITY WHICH MAY BE USED TO QUALIFY 6A.hx.@3•MI.O.C.I(2)Z,5Angla C9ps1(Fio.8): 117016, 1170164 1020 lb. 2340 ros 2844 lb, 810 lbs 840lba WA 11401bs 112216, 1320 lb, 2838 lb. 1022 ms 1327164 169010, ADDITIONAL ANCHOR OPTIONS FROM THE 4 Anchors@DAY him.0. 1 UC11p,Inlo.12Y Alum.(Fig.7): WA WA WA WA WA WA WA WA WA WA WA WA WA NIA 14301W ANCHOR CAPACITY TABLE. RODUC7•RSith ED the 2 Anchors 02.25•MIn.O.CJ FCIip ft.8): 350 ms 350 Ins 290 The 705 ms 476164 WA 21I01bs WA 315ms WA 14016, WA 341 lbs 442134 560lba ugditis ���IeF ��I� 4Awhom®1.15•MIn.O.CI FCIIp(Fig.9): 480Ibs 700lb. WA WA WA WA 380164 WA WA WA WA NIA 662 ms 886164 11201ba 4cgpianco T�10NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PFRN AND ANCHOR VALUES AS THE STANDARD CLIP. -� 1.062' f-- --j 1.000' r'-- off aTABLE NOTES: 4i l ade PrC FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. • • • • • • • • • 0 • • LT IVN 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. \�'��0`,•GENS�'/`�F/'�: • • • • • • • • ° 0 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 4.000' 4.000' :• N0.58705 •k =_ SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. _ t'TATTEr FIGURE5: FIGURE6: FIGURE 7., 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND• • ° • GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE Q •, ,16/w� • • • • PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE S F<ORIDP.•"G;,- 6063-T5 AND BE A MINIMUM OF.125"THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.04� 3715' .376' •'••••' ANGLE CLIP(FIGURES 5&6)MUST BE USED IN PAIRS. INTO MTHICK(18 ETALASHALL EXTEND ATALEAST 3 SCREW THREADSL TO BEAT IBEYONICK AND A36.ALL D THE MATERIAL.ANCHORS10 1'X 4•X.375' 1'X 4 X.375' 1771![Ot�IVAi+t��`\\` ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. 'T'-MULLION MULLION A.LYNN MILER,P.E. FL P.E.#58705 ce TABLE 8A on n x Mullion Ce aci Tabla IbsrD2 Opening Width(far vertica8yspaming mullions)orOpening Height(forhod,nteliy-spanning mU �xd So in 601n 701n go In 901n 1001. C 120 in Me In 160 In g�•i O 1.26"x Rectangular TrapRdang. Rectengdar TmpRMong. Rectangular Treprrdeng. Rectangular heprrdeng. Rectangular Tnapritlang. Rectangular Trop'7Mang. Rectangular TropRdang. Recta Treprtdang, Radengulor TropRdang. Svx Loading Loafing Loading Leading Loading Loading Loafing Loading Loading Loading Loading Loafing Loading Loading Loading Loading Loading Loading oZ g U 3.188"x .266"Alum T-1 4 ' ,. �' F F S ,. a Tube Mull .$ �, " �� >i N � � b a a� - b s a a9 e9 3� 8 88 8 88 cR d p " ad�� 2� 2�. a: E� �rc a� de 2- 2�. 2� f� 421n 170.0 620 170.0 435 170.0 744 170.0 478 170.0 888 170.0 506 170.0 992 170.0 510 170.0 1116 170.0 521 170.0 1240 170.0 621 170.0 14 170.0 621 170.0 1735 170.0 621 151.6 1769 170.0 521 481. 170.0 708 170.0 524 170.0 050 170.0 564 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1276 170.0 677 170.0 1417 170.0 660 154.8 Isle 170.0 660 132.7 1048 170.0 680 116.1 1648 170.0 680 251n 170.0 747 170.0 563 170.0.'896 170.0 631 170.0 1046 170.0 664 170.0 1195 170.0 723 170.0 1346 170.0 747 167.0 1468 170.0 756 139.2 1468 170.0 766 119.3 1488 170.0 766 104A 1468 170.0 756 W O$ O 541. 170.0 797 170.0 812 170.0 958 170.0 set 170.0 1116 170.0 754 170.0 1276 170.0 803 MA 1376 170.0 837 146.8 1376 170.0 858 122.3 1376 170.0 861 104.8 1376 170.0 Bet 91.7 1378 170.0 661 03 U CD J 03 CD I- 60 n 170.0 885 170.0 701 170.0 1063 170.0 797 168.9 1158 170.0 878 139.0 1158 167.4 830 123,6 1158 156.8 919 111.2 1158 150.0 912 92.7 1158 144.8 905 79.4 1158 144.8 905 69.5 1158 144.8 905 W J 631n 170.0 930 170.0 745 160.1 105t 170.0 850 137.2 1051 155.9 862 120.1 1051 142.0 84B 106.7 1051 132.3 837 96.1 1051 125.7 830 80.1 1051 119.5 822 88.8 1051 119.1 821 60.0 1051 119.1 021 a U) 661. 187.1 957 170.0 789 139.3 957 161.6 805 119.4 957 134.0 790 104.4 857 121.6 777 92.8 957 112.8 787 83.6 957 108.6 759 69.6 957 100.0 750 59.7 957 98.9 748 52.2 957 08.9 748 Z J i r 128.7 804 135.2 698 107.3 804 116.2 684 91.9 804 101.3 671 60.4 604 91A 660 71.5 804 84.1 650 64.4 004 78,8 643 53.6 604 72.3 633 46.0 804 69.9 029 40.2 804 69.8 628 j n N $ bW J TO109.4 722 114.4 630 91.2 722 97.2 618 78.2 722 85.3 606 68.4 722 76.7 696 60.8 722 70.3 688 54.7 722 65.5 680 45.8 722 59.5 570 39.1 722 68.7 565 34.2 722 60.2 564 -j �� g101.2 685 105.6 600 84.4 665 69.8 588 72.3 665 78.5 577 63.3 685 70.5 668 68.2 685 64.5 560 50.6 685 60.1 653 42.2 685 64.3 643 362 665 51A 537 31.6 885 50.7 536 F 04 Z- 9 O 65.9 515 68.0 457 54.9 515 57.8 449 47.1 515 50.1 441 41.2 515 44.7 434 38.8 515 40.6 428 33.0 515 37.4 422 27.5 515 33.1 413 23.5 515 305 407 20.6 615 29.1 404 ZQ xZ 54.3 453 65.6 404 45.7 453 47.1 397 38.8 453 41.0 391 33.0 453 30.4 385 30.2 453 33.0 379 27.2 453 30.4 374 22.6 453 26.6 366 19.4 453 24.3 360 17.0 453 22.9 75G OB s ••�38.1 358 39.0 323 31.8 358 320 318 27.2 358 28.4 313 23.8 358 26.2 308 21.2 358 22.7 304 19.1 358 20.8 300 16.9 358 18.0 293 Wc O 35.1 338 35.6 306 29.3 338 30.1 301 25,1 33a 26.1 297 22.0 338 23.2 203 19.5 338 20.9 289 Me 338 10.1 285 fY x � �27.8 280 28.3 264 23.2 290 23.8 260 19.9 290 20.6 256 17.4 290 18.2 253 15.4 290 16.4 249 ##q U (V Q O Q 1441. 16.1 201 18.3 186 d a-• Z to Cf) m0 z0 TABLE 8B ANCHOR CAPACITY ADJUSTMENT FORMULA: Anchor Ce a Ity Table Ib0 ANCHOR CAP, ,e,'- o a o'er rc� substrate 2.7kCArcrele 3.6kCone, Hdlanva.lU Filled CMU Fnvbba btutd (DP,)X( Al,'-,-)=ANCHORCAP.u, NIS'Elco 1141 SS Eko NIC Eleo 114•SSEIco 6losled 612Stcel 112 steel MULLION C . Anchor Clip PatternsMcncr 7ypa °J15 EIco UOraem 114'Eko UIl2con 8n5 Eleo Ultracal 1l4'EkoUBmcon ultacon Aggrecaor unacon AggreOdor screw(cS)scrar(05) screw(OS) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge C4slarce On) i' 2-112 1' 2412' 3118' t• 2.112 t' 2-1z z 3.116- z 0140.*324'54• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN Fmtem,nt n 1-314' 1 T4• 13/41 15'4• 2- 1-114• 1-14• 1.14' 1-114• 1414' 1414' T. W tables ACTUAL PRESSURE REQUIREMENT FOR THE 2Anatws 04.75 Min.O.C.1 standard ar Offel Clip(Fig.1y gee to 3901ts 450IDs 8001bs 16441bs 270105 2801bs 3541bs 7401Ds 3741DS 6UitsMIDI Its 56o Its OPENING,WHEN IT IS LOWER THAN THE MULLION 4Archors01.15'UlaO.C.islmaaN(brOM6 QCBp(Flg.2)' 48)IDs 700105 WA IVA IVA 1/A 380IDS NIA IUA IIIAIUA IIA 51S 11"c01bS CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Amnon03'Llln.O.C.r(2)2r5 Angle Cilpsl(ng 3) 780 lbs 780 its �O lbs 5601 8931D6 5401Ds 660 tw II7A 7601b6 74a IDs 800lbs692 IM 5IDS 1120Its MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 ArcnDls®0.46'MIn.O.C.7 UCilp,Iblo.125'Alum.(Fig.4j NIAIVA IVA IU IIIA IUA IUA N/A IUA rllA IVA IUA VA 1430106 CAPACITY WHICH MAY BE USED TO QUALIFY 1 Archwi FCBp(F1g b} 105155 10slus 2251DS 44513; 822Im 135IDs 140 Re 1771Ds 37ofm 167 ms 332 Os 4731te 1 Its 289 its ADDITIONAL ANCHOR OPTIONS FROM THE 2Anc7as01.1VMJn.0.0JFC1l (Fl0.6): 240Iba 350 Rs u11A Iun II7A wA 100106 NIA tun 1up mA wA 2 we man ANCHOR CAPACITY TABLE. PRODULTIiBVt8B0 NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. DUBdIngODd98 the Florida F--1.250'-I A� *0 No FIGURE 1: FIGURE 2: TABLE NOTES: ® 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION - Miami add Roducl Corrrnl ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE Y LYNN FIG R •" ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 188' P _10ENSF'•..F,p CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS '�-:• 3� a BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 265• No.58705 _ IN PAIRS, 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND j ,•D �' GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL _ FIGURE 4: FI FIGURE 6: ALUMINUM SHALL BE '� ll DEPRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. S-Al O- • ® 6083-T5ANDBEA MINIMUM OF.125'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND ��T•'• .045'THICK(18 GAUGE.STRUCTURAL STEEL TO BE A7 LEAST.125'THICK AND A36.ALL 1.25' 'X.265'MULL �C` '•.�<ORIDP,.•' �'�' ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. (1.114'VF S� ON�L `M \ A10&1712 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. A.tfNNl (.LeR;P.E. ® FL P.E.f158705 TABLE 9A N q Mullion Capacity Table(Ibeffe) BAR F Opening Width(forvartleal)y-spanningm fillers)or opening Holght(for horizontally-spaming m000113) IW 50 N 601. 701n BO In 80 N 100In 1201. 1401. 16013 z ' O 7.26X3.26 Realengular TrapTdano. Reclanaular TraprTda,q. Raclsnl;.W Treprrdong. RealanBWar Trep/rdang. Reclsngrlar TIs nc. Realan9ular Trapadeng. Reclemutar Trap'Tdeng. Rectangular Trap/Tdan9 Roclangulat Top/rdong. pk Loading Lowing Loadng Loading Lo 619 Loadng Ladnu Loading Ladng ladng Loadn9 Loadhg Loadng Loadn9 Loadng Leading Loadng Losdng w w _ z �� 42 h 170.0 620 170.0 435 170.0 744 170.0 478 170.0 860 170.0 608 170.0 992 170.0 $19 170.0 11111 170.0 621 153.3 1118 170.0 521 127.7 1118 170.0 621 109.6 1118 170.0 621 05.8 1118 170.0 621 0 W 41" 170.0 701 170.0 524 170.0 050 17&0 684 167.8 978 170.0 630 146.7 978 U0.0 681 130. '9711 170.0 677 117.3 978 170.0 080 87.9 .818 170.0 600 83.6 978 170.0 880 73.3 W8 170.0 Sea J W 50.626 In 110.0 747 170.0 563 170.0 890 170.0 631 15&7 927 170.0 684 131.9 027 160:5 706 117.2 927 159.1 899 1055 927 168.3 696 87.9 927 156.3 695 75.4 927 156.3 695 65.0 921 16&3 695 o (1 E35720 170.0 797 170.0 612 154.6 889 170.0 BB1 132.6 Me 153.9 683 115,8 889 141.8 SW 103.0 669 134.0 660 92.7 869 129.8 8X 77.3 869 128.8 652 68.2 889 128.8 852 57.8 869 128.8 652 W CD 0 113.2 74e 163.8 634 118.4 748 1323 820 102.3 748 117.8 608 88.5 746 .107.8 699 79.e 7{8 101.0 692 71.8 746 98.6 587 69.7 748 03.3 683 81.2 146 83.3 68J Ile 748 9].3 683 m N 123.7 077 132.0 679 103.1 077 113.2 568 88.4 077 100. 555 77.3 677 91. 545 68.7 677 65.2 639 61.8 671 81.0 534 61.6 677 77.0 529 44.2 877 7a.7 629 38.7 677 78.7 629 h (� J J 107.6 617 114.1 530 89.7 617 97b 619 78.9 817 88.3 609 67.3 617 70.3 600 59.8 617 72.6 494 53.8 617 08.7 489 44.8 617 84;4 483 30.4 617 83.7 402 33.6 617 63.7 402 a 62.9 618 67.1 450 69.1 618 74.2 440 69.2 510 85.2 432 51.8 518 58,8 425 46.1 618 54.2 410 41.4 518 50.7 414 34.6 518 46.8 408 28,8 518 45.0 405 25.8 516 48.0 405 Z -J me 70.6 463 73.7 408 6&7 486 62.8 SBB 60.3 485 5/.9 390 44.1 485 /9.4 911 39.2 485 45.3 378 35.7 465 42.2 374 20.4 485 38.3 387 26.2 465 38,5 381 22.0 !65 362 383 ? W 85.2 441 611.0 387 64.5 441 67:7 379 48.8 411 506 372 40.8 4/1 45.4 366 38.2 441 41.6 360 32.6 441 39.7 356 27.2 441 34.9 349 23.3 441 33.1 348 20.4 441 32.7 345 J �o rcZ 42.4 332 43.8 295 35.4 332 37.0 289 30.3 332 32.3 281 2&5 332 28.6 280 27.8 332 26.1 276 21.2 332 24.1 272 17.7 332 21.3 266 15.2 332 19.6 262 13.3 332 18.7 260 C) 36.0 791 36.8 280 28.1 291 30.3 258 250 291 28./ 252 21.9 201 2I.6 218 18./ 281 21.3 244 17.6 281 19.5 241 td.0 281 17.1 238 12.5 791 16.6 232 Q { NZ 24.8 230 25.1 208 20.6 230 21.1 205 17.6 230 18.3 201 16,{ 230 16.2 IBB x �22.0 218 23.1 197 18.9 218 19.4 181 18.2 2181&B181 14 17.9 187 18.2 170 LU M X Co fn Q N ¢ O O CL z O O TABLE 911 ANCHOR CAPACITY ADJUSTMENT FORMULA: `IY m1Y Anchor Ce aeltyTable(Ibs S-3 ANCHOR CAP-,,,,,,,,, rc� Sebslrelw 2.7k Comrele 3.6k Cam. H03-CAW Fakd CMU PT Woad Alelal (OP,,,)X( )=ANCHORCAP.,,, 6/70•Eico 114•SS Elco 6118'Elco 1/4'SS Elea #10 Steel 012 Steal 012 Stetl MULLION Anchor Clip Patterns Amlar Type: Y18•Elw Ullrecon 114*Eke Ulhacon Ullreeon Y18'Elw Uluaeon 114•Elco Ullman AgglBGala Ulhmon A9pe0ata Screw(G5)Screw(GS) Screx(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge Olslence pn): i• 2.112• 1• 2-11z 3.116• 1• 2-1/2' 1• 2-112• r 3.1/8• 2• 0.48• 1 0.64• 0.324- CAPACITY REQUIRED"CORRESPONDING TO AN Embedment pn): 1.374• 1-314- 1-Y4• I-Y4' 2• 1.1/4• 1.1/4• 1.1/4' 1-114• 1-1/4' 1.1/4• 2• 1-318' I-W lades ACTUAL PRESSURE REQUIREMENT FOR THE 2 Amtwrs@4.7V Min.O.C./SlandardwOOaelglp(Fq.1): 390@. 390 PA 450 lbs 090 lbs 164410. 2701b. 280 lb. 3541-3 740 lbs 374lbs 6841W 045 The 341 as 442 lbs 560 lbs OPENING,WH EN IT IS LOWER THAN THE MULLION 4 Anchors @ 1.15'A41n.O.C./Standard(or OfkeI)CIIp(FIg.2J: 480 lbs 700 Jos WA WA NIA WA 360 lbs WA NIA WA WA WA 6B2 lbs 885 fibs 1120 IM CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Amhore@ 34 Mln.O.C.I(2)215Angie Clips/(Fig.3): 760 les 780 r. 680[as 15601b. 1896 Iles 540 lbs 560 lbs WA 760Ibs 748 r. 880 Ibs 1892 lb. 682 lbs 885 lbs 11201b. MULLION.IT WILL YIELD A MINIMUM ANCHOR 3 Amlare @ 0.54'Mi..O.C./UCIIp,Into.1011'Alem.(Fq.4} NIA WA WA WA N/A WA WA WA NIA WA WA WA WA WA 9501bs CAPACITY W HICH MAY BE USED TO QUALIFY 1 Amlwr/F-glp(Fq.5): 185 lbs 195 lbs 225lbs 445lb5 8x2 the 135lbs 140 lbs f77ia 31,Aft 1071bs 332 lbs 473 lea 170[as 2211w 280[as ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anahm@ 1.15'hlln.O.CJ F121p(Fig.B): 2401bs 35D M3 WA WA N!A WA 180 los WA N/A WA WA WA 34110. 442 Is. 5809 ANCHOR CAPACITY TABLE. RODUCL•RBVISED Is uOd��with the Florida .t clxpleaasO No �" .D1 FIGURE 1: FIGURE 2: TABLE NOTES: 1.250" 09D 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION diem) ado Product Ca.tral ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 1111111) 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: 0�-•-,,,,•-•Iv//( 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.250' :���-•'1,\GENgF'•-�F.s3 ANGLECLIP SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS ® ® ® ® BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. x IdO.68705 IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND /�, y� : GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 690.WOOD SHALL •100" ''0 •'(�-�/�Zq�/-5 W FIGURE 4: FIGURE 5: FIGURE 8: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE %��'•, S ATE b ((7 O ® 6083-T6 AND BEAMINIMUM OF•.100•THICK,STEEL STUDS TO BE A MINIMUM GRADE 33 AND •�`� •.,!:(ORIO?-,•G1�` .045"THICK(18GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125•THICK AND A38.ALL . 1,26•X3.25•X.100' ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. MULLION ins •• C� O ® ® ��I�7Si/ONAli' i #10 a 912 ANCHORS INTO WOOD MAY BE STEEL,18-6 S.S.OR 410 S.S. A.LYfJN MI11111' i,P.E. FL P.E.#68705 TABLE 10A ® N ^ fJ Mullion Capacity Table(Ibe#l7) 9 Opening Wdlh(forvedice➢y-spanning mullions)arOpening Haight(Whofizarls penning mWtans) G!i'' so in Sol. 7D In 801. so in too in 1201n 140 in 1601n $ 0 Reclan ulei Tra fan. Reafen er Tia Brien. Rede.alar Tnp'rrieng. Rod hr Tm deng. Rod lot Ue/rgug. Recta I., Tra C 1267(326 0 P?r p Pd P D B ri0i pr7 P n9 p?rian9• Reclanguler Troprrriarg. RectangaUr TnpTdang. RacungUer TrepTUeng. ti Loading Land'mg Loan L..&' LoadQg Loading raading Loading Loading Loading Loading Lo4dNg 'Loading Loading Loading Lowing Loading Loading oY x.624 Alum.Tube .< 5 '� 8.. 'S 5., � &.- ., � �.-., � 5.. •�d �,.• .' .�'.. •� 5? 0S ��, s nrB ze Mullion t. s � E .>�, 8a •o @ 1N v u u o'e v v v i0v v uv v v v v- u u ai v u 61:1111 u v v v v cia v of 71111 v 7110 to 13] g# v 421n '170.0 620 170.0435 170.0 711 170.0 478 170.0 868 170.0 606 170.0 992 110.0 619 170.0 1116 170.0 521 170.0 1240 110.0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 170.0 1983 170.0 521 J W 481. 170.0 700 170.0 624 170.0 850 170.0 684 170.0 D92 170.0 630 170.0 1133 170.0 661 170.0 12T6 170.0 671 170.0 1417 170.0 680 170.0 1700 170.0 660 169.7 1979 170.0 680 148.5 1979 170.0 680 -.1 = 7 50.626 in 170.0 747 170.0 663 170.0 896 170.0 631 170-0 1016 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170-0 1494 170.0 766 170.0 1793 170.0 766 152.6 1877 170.0 166 133.6 1871 170.0 766 n 6d In 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.6 1276 170.0 1103 170.0 1434 170.0 837 170.0 1594 110.0' 1156 166.4 1759 170.0 861 134,1 1769 170.0 061 117.3 1769 170.0 661 Lu O ~ 601. 170.0 605 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 878 170.0 1417 170.0 944 161.1 1611 170.0 996 145.0 1511 170.0 1033 120.8 1611 170.0 1063 103.6 1511 170.0 1063 90.6 1511 170.0 1063 V <p J 631n 170.0 930 170.0 745 170.0 1116 170.0 860 170.0 1302 170.0 940 156.6 1370 170.0 1015 012 1370 170.0 1076 125.3 1370 164,0 1002 101.4 1370 165.9 1072 89.6 1370 155.3 1070 78.3 1370 165.3 1070 LU 661. 170.0 974 170.0 769 11'0.0 1169 170.0 903 165.6 1248 170.0 1002 1362 1248 158.6 1017 121.1 1248 147.1 1000 108.9 1248 139.0 989 80.6 1248 130.4 976 17.8 1246 129.0 975 68.1 1240 129.0 976 Z (/3 z' �• 72 in 167.0 1019 110.0 878 139.9 1019 160.2 092 119.9 1019 172.1 676 101.9 1619 119.1 860 932 1679 109.7 848 87.9 ID19 102.7 038 69.9 1049 94.3 826 69.9 1049 91.2 620 62.8 1049 91.1 820 J $ s� 0 76 in 142.7 941 149.1 822 118.9 911 126.8 805, 101.9 911 111.2 191 89.2 941 100.0 777 79.3 941 01.7 766 71.4 93l 85.6 767 69.6 941 71.6 7// 51.0 931 74.0 737 44.6 941 73.3 738 J �° W Z TO I 132.0 894 137.6 783 110.0 894 116.9 767 94.3 894 102A 753 82.5 894 91.9 740 732 894 84.1 730 66.0 894 78.3 721 55.0 894 70.7 707 47-1 693 67-0 701 41.3 894 66.1 698 S , 90 In 85.9 671 88.7 696 71.6 671 7{.9 685 61.! 671 65.7 676 67.7 671 68.2 6lifi 17.7 671 629 658 43.0 671 16.8 651 35.8 671 43-1 639 70.7 671 39.7 5]1 26.9 611 37.9 52b coNQ N o 961. 70.8 590 72.9 521 69.0 690 61.4 618 60.6 690 67.{ 609 44.3 590 47.6 602 39.3 690 43.0 691 75.4 590 39.6 dee 29.6 690 31:7 477 26.3 590 31.6 469 22.1 590 79.8 461 H Z ,-• it login 49.7 466 60.8 AN 41A 466 42.8 414 35.5 466 37.1 408 31.1 466 32.9 402 27.6 466 291 396 24.9 460 27.1 391 20.7 466 23.6 382 17.8 466 212 376 16.6 466 19.6 370 � N h -6 n0 111 In 45.8 441 46.7 400 36.2 441 39.3 393 32.7 441 34.1 387 28.6 441 30.2 382 25.4 441 271 376 22.9 441 24.9' 372 19.1 441 21.6 363 16.4 431 19.3 356 14.3 441 iT.B 751 W (M 1201. 36.3 378 36.9 314 30.2 376 31.0 339 26.9 378 26.8 334 22.7 X778 23.7 329 20.1 37B 21.3 325 18.1 776 19.6 321 16.1 378 16.7 31l X (0 144 In 21.0 262 21.2 242 17.5 262 17.8 239 15.0 262 15.3 236 1 1 1U N Q OO a z to co TABLE 106 :1 m� ANCHOR CAPACITY ADJUSTMENT FORMULA: 0 Anchor Capacity Table(]bol) --a�-2 ANCHOR CAP.,,,,,,,,, SVDSIrdIa 2.7XCorcRle 3.51;C1nc. HdIOW(T1U FI'de0G.1U PTWmd hldd (DP,)X( )=ANCHOR CAP.,,, VIS'Elco U4'SS Elco 016Fl- 14•S9 EIcO HIDSled #1251881 812 Sl.1 MULLION CAP.,,„,,,, AneharCllp Potteme AncDa Type s'1c Elco Uttrecm t74•Elcounracon unfacon 8'161 E1coUmam 1M•Elco Uarecon AgVcGolor Umacm A99MG31a SCMA(G5)scrdw(GS) screx(GS) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge Clsfance Qn) r 2412• 1' 2-vr 341w 1' 2.1r 1' 2-1r r ave• 2' 0,40' 0.64• D.3244 CAPACITY REQUIRED'CORRESPONDING TO AN Emneanent n 1-74' 1.3'4' 1-74• 1-14' 2' 1.114' 1.174' 1414' 1-Ude 1414' 1.14' r 1.3'0• 1-Ter vales ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anchors®4.75-UID.O.C./Simard a ODsel Cep(Flg.1) 300IDS 390106 450 IDS 070 too 1644109 270 lbs 260107 354109 740 IDS 374 IDS 664m 076108 311 IDS 442 IDS WO los OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Amlas@1.15'Lfla O.C/Standard(w OiMt)Clip(9g.2) 4801DS 700 IDS IIIA IVA IIIA IIIA 380 IDS IIIA IVA IIIA IVA IVA 682 IDS ESS Its 1120 IDS CAPACITY(FROM THE TABLE)OF THE SELECTED 'Am "".O.C.'(2)215 Angle COPS I C92.3) 780m 780IDS 680IDS 16M IDS teMto$ SIDIbS 560 IDS R/A 7601ba 748IDS 883m 1892IDS 682IDS 885m ilml8 MULLION.IT WILL YIELD A MINIMUM ANCHOR 3ArcMfs®0.64'IAIn.O.C./1141p,Into.100'Alum.(Fig.4)' 111A WA IIIA IUA IIIA IIIA IUA IUA WA t1/A IVA WA IIIA ILIA 050 m CAPACITY WHICH MAY BE USED TO QUALIFY 1 Ar1:twl F-UP(R9.6)' 10306 1051M 275IDS 445 IDS 822m 135 ms 140 IDS toms 370lbs 187103 332m 473m VOIDS 221m 2B0 IDS ADDITIONAL ANCHOR OPTIONS FROM THE PRODUCTRBVISED 2 McMn1-161 IAlrt O.CIFCB g.6) 21009 3:Om FIA IUA II/A NIA ,00100 H/A -IVA IUA fUA IVA 3111061 442m C60m ANCHOR CAPACITY TABLE. DOdl0glyingc hh the Pl0ri00 cccp=wNo Q FIGURE 1: FIGURE 2: TABLE NOTES: t210* eta ® ® 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION >1t�adc Product Corurr. ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 111111177 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDlOR OPENING WIDTHS IS ALLOWABLE. `\\� Ny LYNN FIGURE 3• .•''�\GENSc, •, .yD ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3. Q• ' CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS �1;' �d ® S ® ® BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No.58705 IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND FIGURE 4: FIGURE 5: FIGURE 8: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL4, I Z•� S,' BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE O'•, STATE OF ® 6063-T5 AND BEA MINIMUM OF.100'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND �'��•'•.,F<OR10P,•''G,\� .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125-THICK AND A36.ALL A LL B ® ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1.25'X 3.26'X.624' ��7 #10 ANCHORS INTO WOOD MAY BE STEEL,18.6 S.S.OR 410 S.S. MULLION A.LYNI(IM111LC'R,P.E. FL P.E,#58705 TABLE 11A an �n w Mullion Cap ecily Table Qbelltly Opening Width(forwdicalyspanning imflols)orOpening Height(7orhod2oNa spanning mUliols) I�1d4>r�' g 6D In 60 In 701. 601. 90 in 1001. 120 In 140 in 16010 5a�•Id 0 Reclaigular Tuyfdang. RedengNar TrepRriang. Redangulu TrLoarmgg. Recle(guiar Trdp?derq.' Redanguier TnpRdong. Raden9uter Trap7dang. Rectangular Tnplfdang. Reoading TL-ft R-fin lar TrLoBdbrg. rjY 125e 4 Loading LWa " Loading Loafing Loading Loading LaeCng Loading LooG� laodmg LoWing LoadNg Loading Loading Loading Loedmg lcedmp Loading oY 2 Alum.Tuf �. a� o� ae 7L2. xL0 Mull s sX S > a Ie � --N- CO i 0 (toy 421n 170.01 620 170.0 435 170.0 744 170.0 470 170.0 860 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 621 170.0 1240 170.0 621 170.0 1409 1 170.01 621 170.0 1736 170.01 521 170.0 1983 170.0 $21 J 1� 461. 170.0 708 170.0 524 170.0 050 170.0 501 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1276 170.0 677 170-D 1417 170.0 600 170.0 1700 170.0 680 170.0 1987 170.0 600 170.0 2267 170.0 680 50.625 In 170.0 747 170.0 663 170.0 895 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1315 170.0 747 170.0 1494 1170.6 766 170.0 1793 170.0 1 766 170.0 2092 170.0 766 170.0 2391 170.0 756 o N 541n 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 764 170.0 1276 170.0 883 170.0 1434 170.0 837 170.0 1594 170.0 ON 170.0 IOU 170.0 961 170.0 2231 170.0 861 160.2 2403 110.0 861 - W p� t- 60in 170.0 eBS 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 878 170.0 1417 170.0 944 170.0 1694 170.0 996 170.0 1771 170.0 1033 170.0 2126 170.0 1063 148.3 2163 170.0 1063 129.8 2163 170.0 1063 I=-• 4M0 J 631n 170.0 930 170.0 745 170.0 1I16 170.0 860 170.0 1302 170.0 940 170.0 1488 170.0 1015 170.0 1677 170.0 1076 170.0 1059 170.0 1122 156.9 2060 170.0 1169 134.6 2060 170.0 1171 117.7 2060 1)0.0 1171 g W 661. 170.0 974 170.0 789 170.0 1169 170.0 903 170.0 1364 170.0 1002 170.0 1550 170.0 ION 170.0 1763 170.0 1155 170.0 1948 170,0, 1210 143.0 1966 170.0 1216 122.6 1966 170.0 1286 107.2 1966 170.0 1286 z ((a 721n 170.0 1063 170.0 878 170.0 1275 170.0 1009 170.0 1488 170.0 1126 170.0 1700 170.0 '12211 164.1 1734 170.0 1315 130.7 1734 169.8 1306 115.0 1734 165.9 1364 99.1 1734 160.4 1352 86.7 1731 150.2 1352 J W 0 76in 170.0 1122 170.0 937 170.0 1346 170.0 1080 160.6 1556 170.0 1209 141-4 1656 165.2 1285 131.1 1556 151.6 1266 117.9 1556 141.3. 1267 gB.7 1666 120.3 1229 81.2 1556 122.3 1219 73.7 1656 121.2 1216 J o �Z gTO In 170.0 1151 170.0 997 170.0 1381 170.0 1116 155.9 1477 169.3 1246 136A 1477 152.0 1224 1212 1477 139.1 1206 109.1 1477 129.5 1191 90.9 1477 116.9 1169 77.9 1477 110.8 1160 60.2 1477 1D9.3 1164 90 in 14LO 1110 146.6 986 118A IIID 123.9 968 101.6 1110 107.9 951 88.8 1110 96.3 936 78.9 1110 67.6 922 71.0 1110 80.7 910 69.2 1110 71.3 691 60.7 1110 66.6 878 44A 1110 62,7 B70 ~ (NO Q N O 96M IMO 975 120.3 872 97.5 976 101.5 866 83.6 976 68.3 B42 732 976 76.6 829 66.0 976 71.2 011 5&5 976 65A 007 46.8 976 67A 789 41.8 976 52.3 776 36.6 916 69.3 Tfi7 � )(�Z 0o c0 106 In 82.2 771 84.0 696 6114 771 70.7 685 66.7 771 61.7 674 SIA 771 54.3 681 45.7 771 49.0 665 41.1 771 44.9: 647 31.3 771 38.9 632 29A 771 35.0 621 25.7 771 32.4 612 U3 �R 03 h o o- III In 76.7 730 77.3 661 63.1 730 65.0 660 61.1 730 66.3 640 473 730 49.9 671 42.1 730 45.0 622 31-9 730 41.111611 31.5 730 35.6 600 27.0 730 31.9 589 23.7 730 29.6 581 W x 1201n 69.9 624 61.0 669 49.9 624 51.2 660 42.9 627 44.3 652 374 621 39.2 644 33.3 624 35.3 637 30.0 624 32.2 631 26.0 624 21.7 619 21A 624 24.6 609 111,7 627 22.6 501 x FLO 1441n 34.7 433 35,1 400 289 433 29.1 395 24.8 433 25.4 390 21.7 433 22.4 385 19.3 433 20.0 301 17.3 433 18.2 376 () N Q O O Z U) rn TABLE 11 B AnehorCapaeltyTable(Iba) ANCHOR CAPACITYADJUSiMENTFORMULA: ANCHORCAP.,,.,,- SUM12te 2.7kCofertla 3.6%Cent. Hd1owCAlU FIUedC24U PTWooO Lldd (DP,,,)X( )=ANCHORCAP.,aa Y"r Elto 1/4'SO El'6 YI8•Elto 114-SSEIco #tOSted #12SIMI #12 SIWI MULLION OAP.,,,,,,,a Anchor Clip Patlem a Anchor YISEHOUltrxan 1/4•Elco Uemcon Un. 8'16'EI000Brac0n 1140 ElcoUlUacm AgpeG.., UNecm AggmGatw Sciew(G5)Scre IG5) ScfW(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge C4slen00 On) 1- 2-VT 1• 2.112• 3U8• t• 2.177 1• 2-Lr r 3118' r DAV 0.54• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN Embednml n' 7.314• 13'4' 13/4• 14'4' r 1.1/4• 1.114• 1.774' i-v4• 1.114• 1.1/4• r 1-3'6• 14'6• tales ACTUAL PRESSURE REQUIREMENT FOR THE 2 AnchorsQ4.75.1.1111 O.C.I Slanawda OOsel CUp(R9.7) 390 lbs 390Ib9 4:0163 690 Its 1644103 2701)9 2W Ice* 3541M 740105 374 Ibs 664foe WON 341 IDS 442106 56025 OPENING,WHEN IT IS LOWER THAN THE MULLION 4AMhdsQ 1.15-Min.O.C./Sland3m(m Olfset)Mp(Rg.2) 400W 700 IM IUA IUA IIIA IIIA 380 IM NIA IUA IIIA IUA IUA 682lbs 8851M 7120 IM CAPACITY(FROM THE TABLE)OF THE SELECTED 4A"nom l31.IIn.O.C.1(2)20 ArG"Ups I(Rg.3) leo lbs 780 lbs 680164 ISMW Ibs 1.Ins 6401M 5fi01M IIIA 760lbs 74810s 8801bs 1602 602lbs 885 In. 1127 m8 MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 A0W1 Q 0.51' '_1n 5.C.I uCUp,lnto.100•Alum.(F1g.4) 11/A IUA IIIA IUA I41A IIIA IUA IIIA IUA IIIA IUA IUA I IIIA IUA 1267106 CAPACITY WHICH MAY BE USED TO QUALIFY I Altt*fl FCep(Fig.S) 1951bs ID5IDS 225 ms 44 Its 622 We IM 1M 140Ib5 1771M 370Ibs 187103 332163 4731bs 170 gN 221106 �OIM ADDITIONAL ANCHOR OPTIONS FROM THE PRODUCTRB7/7SFJ7 2Ancron Q 1.15I,IIm O.CI FCOp(Rg 240 IM SW IM IIIA IUA IIIA IIIA 100108 IIIA IUA IIIA IUA IUA 341 IDS 4421M SEO IDs ANCHOR CAPACITY TABLE. w 4ODUCng 13Wwhh E Florida BuOdleg Cbdc 1.250' A111'mN No d FIGURE 1: FIGURE 2: TABLE NOTES: l� A-• I �1 ® 1)SEESHEET1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATIONI'.oact CON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Ee `\11111 I I 1111/1/ 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ,�,0,.••••••••.,<<F %� ' '� 1GENSE'•. 9 FIGURE 3: ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.94 •'•,_��� CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS Tf NG.58705 ® ® BE USED ,SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. IN PAIRS. '�- 4)SUBSTRATES:CONCRETE SHALL CONFORM TO Act 301 SPECIFICATIONS.HOLLOW AND �'U'• �'(• �•S LL/ FIGURE 4: FIGURE 5: FIGURE 6: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL %1) S ATE O j ` BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BEP, ® U'C FLORIOF`,•'•���� ® 6063.76 AND BEA MINIMUM OF.100'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND _� '��CCs ••.....• `\ ® ® .045'THICK18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST A25-THICK AND A36.ALL ��I 1s/0131.01. 1 ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. II I r 1I 1111 t 1111` #10&012 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. 1.25'X 3.94'X.824' A.LYNN MILLER,P.E. Y MULLION FL P.E.#58705 TABLE 124 ® > ' Mullion Capacity 70.1010 Ibatft2 on a # Opening Width(forwr6calty-spanWrg mllllons)or Opening Height(for horizonleilysponrirg mUllons) `( 50 in so in 701. 8044 80111 100in 120 in 14010 160 in x� < Roctengular Troprtaang, Rectangular Treprmang. Reotmgulm Itaprilong, Rectangdar TreprTrlang. Reclangolm Tropnaong. Reclengul4r Ilm"ang. Rectangular TreprlNarp. 4teotangular Tropfmnng. Rectan9uiar TrspMng. o� p 2.4..25 Loafing loader !-oaring Coating L4,411-9 Loading Loafing Loadn9 tnadutg tnadrrg Costing Loading Lo.-F-11Coadtrg Caadng L�6g Loaatng Loafing Alum.Tubo Mullion w to b� 1s s� �� a m S `°0. 421n 170.01 020 170.0 435 170.0 744 170.0 478 170.0 858 IMIA 1000 170.0 892 170.0 Sig 170.0 5116 170.0 521 170.01 1240 '170.0 521 178.0 14081 170. Z 0 621 170.0 1775 170,0 621 170.0 1983 170.0 621 z F 481n 170.0 700 170.0 624 1170.01 850 170.0 5% 170.0 902 170.0 630 170.01 1133 170.0 Set 110.0 1276 170.0 877 170.0 14t7 .170.0 680 170.0 1700 1170-0 660 170.0 1883 170.0 680 1170,0 2287 170.0 680 W J W 50.62510 170.0 747 170.0 663 170.0 8913 170.0 Of 170.0 1048 170.0 684 170.0 1105 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 170.0 1793 170.0 766 170.0 2092 170.0 756 170.0 2391 170.01 758 54M 170.0 797 17OX 612 170.0 956 170.0 Of 170.0 1116 170.0 7rA 170.0 1276 170.0 803 170.0 1434 170.0 837 170.0 t594 170.0 850 170.0 1913 570.0 801 770.0 2251 170.0 861 170,0 2550 170.0 881 Im 60 In 170.0 DO tMO 701 170.0 1063 170.0 797 170.0 1240 170.0 078 170.0 1417 170.0 944 570.0 1594 170.0 086 170.0 177t .170.0 1033 170.0 2125 170.0 1063 170.0 2479 170.0 1063 160.8 2680 170.0 1063 ma 031n 170.0 930 170.0 745 170.0 1to 118 170.0 850 170.0 1302 170.0 940 170.0 1488 170.0 1015 170.0 1673 170.0 1076 170.0 1859 170.0 1122 170.0 2231 170.0 1169 165.7 2553 170.0 1171 145,9 2553 170.0 1171 F' 66 in 170.0 074 170.0 789 1704 1169 170.0 DO 170.0 13U 170.0 1002 1704 tOg 170.0 t085 170.0 1753 170.0 1165 170.0 1048 170.0 1210 t70A 2330 170.0 1275 f6t.9 2437 170.0 1286 132.9 2437 f70.O Use C 7214 170.0 1063 170.0 078 170.0 1276 170.0 1D09 170.0 1488 170.0 1128 170.0 1700 170.0 1228 170.0 1913 170.0 1316 170.0 2125 170.0 1387 145.6 2184 170.0 1486 124.8 2184 170.0 1620 109.2 2184 170.0 1530 z 7810 170.0 1122 170.0 937 170.0 1346 170.0 1000 170.0 1670 170.0 12a9 170.0 1794 170.0 1322 165.1 1960 170.0 1421 148.6 1960 170.0 1605 123,8 1860 161.6 1616 108.1 1960 164.0 1630 92.9 1960 1102.7 1531 W �sW n 1z >& 7810. 170.0 1181 1704 987 1744 1381 1704 7516 270.0 5011 570.0 1260 170.0 1812 170.0 1369 152.7 1661 570.6 7474 737.4 7861 763.1 1500 114.5 1861 147.3 5473 98.2 1651 139.8 1458 85.9 1861 1375 idS4 Q to V 90 In 170.6 1320 170.0 1144 148.1 138B 158.0 1219 127.8 1398 136.0 1188 111.8 1398 121.3 1178 ODA' 1398 110.2 1162 99.6 1398 101.0 1147 74.6 1398 89.6 1122 03.9 1398 62.7 1105 55.8 1398 78.9 1098 F J r r- J Q O CB in 147,4 1220 161.5 1098 122,9 1228 127.8 1078 105.3 1228 111.2 1081 82. 1228 00.9 1044 61.9 1228 89.e 1029 73.7 1229 82.4 1016 SIA 1229 72.2 993 !62.7 1229 65.0 977 46.1 1229 62.1 0672 SOB in 143.0 971 f05.e 877 86.7 971 894 862 T¢.0 971 77.2 049 84.7 971 58.4 837 ST.6 971 65.8 826 61.8 971 60.6 816 43.1 971 494 798 74 071 44.0 782 32¢ 971 +10.8 775 {f? N ^0 r11110 95.4 910 97.3 832 70.5 919 81.9 818 88,1 919 70.9 806 59. 819 82,8 794 53.0 918 58.7 784 47.7 919 61.8 77{ 39.7 919 44.0 768 4.1 919 40.2 742 28.6 919 37.1 732 LUXS2 R 1201n 76.5 786 70,6 718 82.9 780 e4.6 705 63.9 786 55.8 895 47.2 746 40.4 888 41.9 786 44.4 877 37.7 786 40.6 588 31.6 786 34.0 853 7.0 188 314 641 23.8 768 28.4 031 et 144 In 43.7 600 442 604 38A S48 '37.0 400 31.2 648 31.9 �491 27.3 640 292 485 2¢.3 648 253 ;79 21.8 518 '228 474 162 646 195 46d 6.8 556 173 465 73.7 546 16.6 418 Q N ¢ O p TABLE12B ANCHOR CAPACITY ADJUSTMENT FORMULA: a. Z''O s:0 Anchor CapacityTable ibs ANCHORCAP,,,,,,,,,,. y1K SUDelfitn 2,7kCorcMe 3.5kConc. HtlbWchiu fgleacmu PTWooa Metal (DI-)Xl( ANCHOR CAP.,,, �m 5(16`Efco 1/4`88 040 6•to^Eco 114"SS Eich 010 Sled 0126toel 012 Steat `MULLION CAP.,",,,,,,,, AnehorCllp Patterns Mc9a Type: 3'16•Eito Uarecon 14•Ekounmeon UNacon y1C Elco 111racm v4'EkoUlUacon A9greGetor Unieton AggreGata screw(05)Scraw(G5) Screw(35) USE THIS FORMULA TO OBTAIN THE'ANCHOR Eagoastarcegnt r 2-1r I r 2-1r 3.116• 1• 2-0.r 1• 2-1r r airs• r 0.46• asr 0924• CAPACITY REQUIRED'CORRESPONDING TO AN Emle0nc0I Ont 13/4• 73'4• faro^ L.&4• 21 1-14" 1.94• 1-114• 1414• - av4• 1.1/4• r tale• I-wer volas ACTUAL PRESSURE REQUIREMENT FOR THE 2Ancros M;735 hum O.C.l Stanaau crMtClo 7710.iszt 390 its 390 RA; 450 TDs OWIts 1644 Mn 2709» 28D Ins 354 ibs 7401te 374713 684116 04626 341 On 442 Its 560 ms OPENING,WHEN IT IS LOWER THAN THE MULLION 4 ArxOors 0 2.68'1.110 p.¢/Slan6sN aIXteU Clip(Fig.3t 740 Jos 740 On I 630Its Iaes 1103 1424 R. IIIA sso roe n/A 6951bs ruA OBD iG ILA m2 ros Das Its if2o lta CAPACITY(FROM THE TABLE)OF THE SELECTED 6Amfwrs@1.71-Min O.C.I Stanaartl{a gf3at)CJp Oz04t 885 w3 1050 759166 1946 M6 Ian H9t 705 me HIA 7991M RIA IUA NIA IMIDS 1327 to. 1680 On MULLION.IT WILL YIELD A MINIMUM ANCHOR 4AMINM 0 3•I4tn.O.C,1(2)NS Angle Ceps/(Mg.4 100 ros 7fflos IDS 15W Ibo 1898106 0401bs On @a IUA 760ILS 7481bs 00 Its IBM Ibs 602lbs B65 ft 1120 Rs CAPACITY WHICH MAY BE USED TO QUALIFY 6Arcrors(9 LIIn.O.C.Ig)2BAgleCepsr{Flg.fit MOMS 11701bs 1020Ibs 234DIbs 28 Its 811 DS 840109 IIIA 1f401ts 1122lbs ' 1320 IDs 2836 tits 10221ta 1327 Rs 16colbs ADDITIONAL ANCHOR OPTIONS FROM THE 3Archom 01.34'Min.O.C.IUCBp,Ir6o.125`Mom.(Flg.4 IIIA IUA NIA ILA t"A IIIA IVA N/A IUA NIA ILIA ILA IIIA IVA 10731 ANCHOR CAPACITY TABLE 6Anchom@0.64-min.O.C./U4:np,Into.126'Alum.ft.83 NIA IVA N/A IUA IIIA IUA IUA NIA IUA 141A IUA IUA t!!A IUA 21 � PRODIdylall V1$BD 2AntMIs4426B`/AInO.0/FCBD(R0 UD 370166 370 its 315 m3 743100 7721106 R/A 280 ea NIA 3t81bs IIIA 440105 117.0 3411106 4420.6 860 Its B�utldiag a'khthePkrldl. 3ArchXs 4D 1,71^1,481.O.CJ FtIID IFg.fOt 443 Its 525 MA 3791Ds 973116 HW IUA =Its N/A 309100 IIIA IUA IUA 1011 ibs 664 its 840Ib6 .0 tiDCI�00N0 t!! NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. on'Date CIRCLED VALUES ARE USED IN THE F�(MAPLE ON SHEET 24. �� FIGURE I: FIGURE 2: FIGURE 3: FIGURE 4: 2.000• willow Wo Product Control • • • • • • • • TABLE NOTSHEES: - t�llttlttl/// 1GENERAL INSTALLAET 1 FOR TION INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2.4.FOR 1i1 �fi�P FIGURE 5; FtGURE6: !. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/0R OPENING WIDTHS IS ALLOWABLE. •.•r • •• • •• .250" 4.000" �t'i No.58705 3)MULLION MULLION CLIPS SHOWN ARE SCALE�FOR CT IONS,SEE SHEETS 21-23.HOLES TO BE IN • • • • L��Ji ,_! LTHE FIELD OCAT ONS FOLLOWING DIMENSIONAL RESTRICTIONSSHOWNSHOWN ON SHEETS 21-23. IGURES SHOW SUGGESTED,APPROXIMATE H4DLE �S ,'•111.. STATE 0 4/� FIGURE7: FIGURE 6: FIGURES: FIGURE10: - � ANGLE CLIP 4)SUBSTRATES;CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT `� �'•.,FLOR74A•''(�� a • • (FIGURES USED (CMU)SHALL CONFORM 3-ASTM BE WOOD SHALL 12 PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65, I ••• 1 MUST BE USE(} ALUMINUM SHALL BE 6063.75 AND BEA MINIMUM OF,125'7141CK STEEL STUDS 70 BEA MINIMUM GRADE 33 AND.046"THICK(16 2"X 4'.X 25'MULLION ,' � �G� IN PAIRS. GAUGE).STRUCTURAL STEEL TO BE AT LEAST.126"THICKAND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW 1 I 1111 IE • THREADS BEYOND THE MATERIAL.#10 ANCHORS INTO WOOD MAY BE STEEL 18.8 S.S.OR 410 S.S. A.LYNN MILLER,P.E, FL P.E.#58705 TABLE 13A Mullion Capacity Table befit' _ Opening Width(for vertically-spantingmullions)or Opening Height(for horizontaly-sparring mullions) H 601n 60 In 701n 601n 001n 1001n 1201n Attie 1801nRrwleRectangular Traprldeng• RectangularToplTtiang• Rocton9darTmM'deng• Ruclengular TWITdarlg. Reclerguler TrepRderg. RXwlonpNar TrepTdanB• Rectenpder TrepRdeXg. Reclen91ller heplmong. cS2 X 6 x.26 LoadnO Loadng Loadng Loadng Loadn9 Losdrg Loadng LoafingLoadlrg Loafing Loafing Load-mg Loadug Loadng Loadng Loadng Loadng Loadag o ' Alum.Tube a a x a x n a 2> a a r a 2: a a n a r p Z' F p a eY Mullion a v.. •0 93 -a � v •�sl. `� t`Y a 113 o a o tZ o A a A r3 r3 o rg 8 c t`1to N F.- 72 170.0 ON 170.0 435 170.0 744 170,0 478 170.0 888 170.0 508 170.0 082 170.0 610 170.0 1118 170.0 621 170.0 1240 170,0 621 170.0 1486 170.0 521 170.0 1735 170.0 621 170.0 1083 170.0 521 0 J 170.0 708 170.0 524 170.0 &50 170.0 584 170.0 002 170.0 630 170.0 1133 170.0 601 170,0 1275 170.0 877 170,0 1417 170.0 080 170.0 1700 170.0 660 170.0 1083 170.0 660 170.0 2287 170.0 660 j 7 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1046 170.0 684 170.0 1185 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 170.0 17D3 170.0 756 170.0 2092 170.0 750 170.0 2391 170.0 756 2 0 w o' 170.0 701 170.0 612 170.0 958 170.0 691 170.0 1118 170.0 754 170.0 1276 170.0 603 170.0 1434 170.0 637 170.0 1594 '170.0 856 170.0 1913 170.0 881 170.0 2231 170.0 801 170.0 2560 170.0 681 m CQ 170.0 865 170.0 701 170.0 1063 170.0 707 170.0 1240 170.0 878 170.0 1417 170.0.844 170.0 1594 170.0 097) 170.0 1771 ,170.0 1033 170.0 2125 110.0 1063 170.0 2479 170.0 1063 170.0 2833 170.0 1083 H' co J 170.0 930 170.0 745 170.0 1118 170.0 850 170.0 1302 170.0 940 170.0 1488 170.0 1015 170.0 1873 170.0 1076 170.0 1859 170.0 1122 170.0 2231 170.0 1169 170.0 2603 1711.0 1171 170.0 2975 170.0 1171 2 170.0 974 170.0 780 170.0 1169 170.0 903 170.0 1384 170.0 1002 170.0 1658 170.0 1068 170.0 1753 170.0 1155 170.0 1946 170.0 1210 170.0 2338 170.0 1275 170.0 2727 170.0 1288 170,0 3117 170.0 1286 Z C 170.0 1063 170.0 878 170.0 1275 170.0 1009 170.0 1466 170.0 1128 170.0 1700 170.0 1228 170.0 1813 170.0 1315 170.0 2125 170.0 1387 170.0 2550 170,0 1186 170.0 2875 110.0 1629 170.0 3100 170.0 7530 W. 8 170.0 1127 170.0 937 170.0 1340 170.0 1660 170,0 1570 170.0 1209 170.0 1794 170.0 1322 170.0 2019 170.0 1421 170.0 2243 170.0 1505 170.0 2092 170.0 1629 170.0 3140 170.0 1894 170.0 3589 170.0 1705 Jd CO 170.0 1151 170.0 967 170.0 1361 170.0 1716 170,0 tell 170.0 1250 170.0 1842 170.0 1369 170.0 2072 170.0 1474 170.0 2302 170.0 1564 170.0 2763 170.0 1700 170.0 3223 170.0 1777 170.0 3883 170.0 1706 Q Q - Z " o 001n 170,0 1328 170.0 1144 170.0 1694 170,0 1328 170.0 1858 170.0 1488 170.0 2125 170,0 1853 170.0 2391 170.0 1793 170.0 2858 170.0 1818 170.0 3188 170.0 2125 156.0 3413 170.0 2273 136.5 3413 170.0 2381 Z 98 N 170.0 1417 170.0 1232 170.0 1700 170.0 1434 170.0 1861 170.0 1872 110.0 2287 170.0 178{ 170.0 2550 170.0 1952 170.0 2533 170.0 2085 160.0 3199 170.0 2338 137.1 3199 168.6*120.031999 168.1 2428 d ..108In 170.0 1594 170.0 1409 170.0 1013 170.0 1847 170.0 2231 170.0 1070 170.0 2078 164.8 2781 170.0 2271 148.3 2761 181.9 2333 123,8 2781 140.4 2281 105.0 2781 126.0 1 716.0 2180 U) NrA111112 170.0 1638 770.0 1/59 170.0 1986 770.0 1700 170,0 2293 170.0 1(112 770.02021 170.0 2149 151.8 2032 182.3 2215 136.6 2632 118.4 2218 113.6 2032 120.4 2188 07.6 2&12 115.1 2 108.3 2096LLI Y 120112 170.0 1771 170,0 1588 170.0 2126 770.0 1e59 15{.4 2252 159.8 1981 136.1 2252 141.4 1984 120.1 2252 127.2 1938 108.1 2252 118.1 1015 80.7 2252 09.6 1872 712 2252 88.9 52 81.41808x 1441n 125.1 1564 12&6 1445 104.3 1564 106.1 1425 69A ISM 9L6 1407 78.2 158< 80.7 1390 89.5 1584 72.3 1373 82.6 1664 85.7 1358 52.1 1564 56.0 1130 44.7 1584 49.2 114 M.4 12- d CN Z � � TABLE 13B ANCHOR CAPACITY ADJUSTMENT FORMULA: b m0 0 Anchor Ce act Table Ibe ANCHOR CAP.,,,,,,,,, , O a's� Suhalrela: 2.7kCorofelo 3.5k cone. HdIrnvCMU F91edCAlU PT Wood Meloi (DP,)X( )=ANCHOR CAP.,,, 5116'Eleo 111.66 Eko 5116•Elcc 114.53 Eke YIO bloat 012Stmt Y12 Steel MULLION CAP. ,,, nchorClip Patiema Anclwr7ypa SIf6'EkoUleacon Tl4'ElooUlueoon 3XI8'FJcoUletton 1/4•EkoUllracmUftmcon Uletton App311Elor, 116"Ell Ag98SEk 9106te6)s12St t SUM(G5) USETHISFORMULATOOBTAINTHE"ANCHOR Edge Wtanee(1n): 1• 2-I12• 1• 2-112' 3-1111• 1' 2.112• r 2.112• 2• 3-118• 2• 0.46" 0.54• 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN Embednenl(inr. 11X4• 1314• 1.314' 1-14• T• 1-114' 1.114• 1.114• 1.114• 1.114' 1.114• 21 taws' Tale• 'edea ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anchors 94.75•Min.O.C.I Standard or Offset Clip(Fig.162): 390 lee 3901be 4501bs 890 lbs 1644 tea 270 Iles 280 Ns SS4 Ib. 740 roe 374 lbs 664 Ns 946M 341 Me 442 lbs 560lbs OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Amhas 94.68•Ali..O.C.I Slendard(or O0so1)Me(Fig.3): 790 lb. 780 IM 80016. 1780 Ibs 3232 lbs 540 Ib. 560th. 708 1b. 1480 1b, 748]be 12721bs 18921W 662 lb. 885lbs 1120 Na CAPACITY(FROM THE TABLE)OF THE SELECTED BAncha.9 L71'Min.O.C./Slandwel(or06se0 C6p(Fig.4): 1160lbs 14DO Ibs 1010 lbs 2595[be WA WA 9401ba WA 10651611 WA WA WA 1383 lbs 1770 Ib. 22401b. MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Anchors 93'Min.O.C./R)2115 Angle Clips/(Ftp.5): 78D Ibs 780 Ibs 680th. ISM Ibs 18981ba 540 Ibs %0lba WA 7801bs 748IDs Boo lbs 16921ba 682 lbs 685 lbs 112016. CAPACITY WHICH MAY BE USED TO QUALIFY '--.93'MIn.O.C./(2)2x5 Angle COpa I(Flg.O): 1560 lbs 1560[be 1360 1b, M201bs 3792lbs 1080 Ibs 1120 Ibs WA 1520[be 1496 lbs 17601bs 37841b3 13831bt 1770Ibs 224016. ADDITIONAL ANCHOR OPTIONS FROM THE 7DAn -rs57-111 -O.C.1(2)2a5Argtedips/(Fig.?): 1660[be 2100[be 1440lbs 3780 Me WA WA 132016. WA 1500I WA WA WA 20/5106 2854 ms 3380@s ANCHO R CAPACITY TABLE. RODUCfRBVISED 4 Aro1wrs®1.34'MN.O.C.1 UGIp,into.t25'Alum.(Fp.B): WA WA WA WA WA WA WA WA WA WA WA WA WA NIA 14301es ....p17In9 with the Florida B AnctwXc 90.84'AIN.O.C./U{Op,into.125'Alum.(FI9.9): WA WA WA WA WA WA WA WA WA WA WA WA WA WA 2801 Me F'-2.000"-moi u8dl0a Coda �/► O�rt 2A.0-Q 4.86'Min.O.CJ F-Clip(Flg.10): 3901bs 390 Ibs 450 th. 890 Me 1510[be 2701bs 2801ba 3541bs 74010. 37{Ibs OW lb. 9461b. 341 lbs 4421bs WO Ib, 44+oeptmlw No .1.1 V 4Arwhors 91.71•Mtn.0.01 FCBDffk.IT): 59010. 70016. 605 @a 1298th. WA WA 4701011 WA 5338u WA. .WA WA 8821bs 865th. 112010.9 DatO .260• _�, NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN ANQANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES: `.fiami DodeProducl Control FIGURE 7: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE e: FIGURE 9:FIGURE 10: FIGURE 17: 1 SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON 1111111) • • • • • • • • • LOADING.SEE SHEETS 2-4 FOR GENERAL WSTALLATION METHODS. �� �•( ;/(( �i� o • • `��`��.•\iGEMSI;'••F'0. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. • • e 6.000" • • • • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS =;y.' Na.55705 • 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON FIGURE 5: FIGURE e: FIGURE 7: SHEETS 21-23.FIGURES SHOW SUGGESTED,-APPROXIMATE HOLE LOCATIONS. ANGLE %'9 t "/ Uf • • • • • • • • • CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED P S.ATE F •���� (FIGURES CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED �:�•t` A'COR10�':•• • • • • • • • • 5-7) YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-Tb AND BE A MINIMUM OF.125' ' CCS GC1G�` • • • • • • • • USED NMUSTBE THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO /jS�ON PAIRS. BE AT LEAST A26"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW 2'X 6'X.25' A.LYNN R,P.E. THREADS BEYOND THE MATERIAL#10 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. MULLION FL P.E.#58705 TABLE 14A 6gH R tt Mullion Capacity Table Ibsd) R Opening Width(fonerticalryg -spelrimUllons)orOpeningHeight(forindz1nteltysperWngmuillons) o�oC Q 601n Goin 701n eo In 80 In 1001n 1201n 1401n 1601n m' p Reden9ular TreyTdarg. Rectergtd r TreprMang. Rwlergular Tr8p/Tderg. Redarg0lar TrzpTtlang. Rectangular TrepTderlg• -Rectangular 'TrapRaarg. Reclengulaf TrepTdare. RedarcWar TrepTdan9. Redergular Traprrdeng. R 1.28'•x 2.11" Loodirg Loading Ming Loaeing gWding gLoadirg Loading Loading Loading Loading Loading Loading Loading Loading Loading Loadlne Loading Loading o= g V x.125"Alum Tube Mull Cf) 00 421n 144.2 526 167.0 428 120.2 Re 1489 418 103.0 528 138.9 414 90.1 526 134.6 411 eat 528 134.1 411 721 528 1134.1 411 60.1 526 134.1 411 61.5 528 134.1 411 45.1 628 134.1 411 W 481n 96.6 403 1080 333 60.6 403 94.7 325 69.0 403 86.4 320 60.4 403 81.4 317 63.7 403 79.1 315 483 403 786 314 40.3 403 70.6 314 34.5 403 78.8 314 30.2 403 78.6 314 '� _ 50.625In 823 362 87.0 301 68.6 362 79.3 294 580 382 71.9 289 51.fi 382 87.2 286 45.7 382 64.6 284 41.2 3112 163.6 283 3d.3 362 67.5 283 28.4 382 636 2e3 26.7 382 Gi.6 7113 �G A uo 64 in 67.8 310 74.1 287 66.6 318 64.2 281 48.6 318 67.7 258 424 318 63.5 263 37.7 .318 60.8 250 33.0 318 49.6 249 283 318 49.1 248 24.2 318 49.1 248 21.2 316 49.1 248 m M O 601n 49.5 258 53.1 218 41.2 258 45.7 214 35.3 258 40.7 210 30.9 256 37.2 207 27.6 258 34.0 204 24.7 258 :33.4 203 20.6 2614 32.2 201 17.7 250 322 201 1S5 268 322 201 I=" t0 J -34 GI In 427 234 45.6 200 35.8 234 39.1 105 30.6 234 34.7 192 26.7 234 31.8 169 23.1 234 29.4 168 21.4 234 28.0 1114 17.6 234 28.6 183 15.3 234 26.5 183 13A 234 26.5 183 2 LU � 7f 60In 37.2 213 39.4 183 31.0 213 337 179 20.6 213 28.8 176 232 213 27.0 173 20.0 213 25.1 170 18.8 213 23.7 169 15.5 213 �.2 167 13.3 213 220 tee 11.8 213 22.0 168 z (1) 7P In 28.8 179 30.1 155 23.9 179 2S8 162 20.4 178 22.6 149 17.9 179 20.3 147 15.9 178 18.7 $�tW 761n 24.3 181 25.4 140 20.3 181 21.6 137 17.4 181 18.0 135 16.2 161 17.0 133 J bZ 781n 226 162 23.6 133 188 152 19.9 131 181 162 17.6 128 ~ r Q N O TABLE 14B ANCHOR CAPACITY ADJUSTMENT FORMULA.Anchor Capacity Table pba ANCHOR CAP.,,„,,,,, X 4Z yo suxtrale 2.7k Concrete 3.5K CaC. HOIIOW CMU FIBMCIAU PTWood hldu (DP)X( )=ANOHOR CAP.,,, to �R o 5/16•Eko tld'SSEkd 5/i6'Eko U4•SSEko R10SfOtl M12Stee1 "'Steel MULLION CAP.,.,, Amba Tyre 3116•Eko Ullracon tr4•EIro UBram 3116'EkoUlVacon 114'Eko UlUecal LU N AnehorClip Paheme u5racm Ag17e0a1v ullydcm Aggra0alor screly(66)screW(cs) sc.(65) USE THIS FORMULA TO OBTAIN 7HE•ANCHOR X `1 Y Edge Distarke PI t• 2•trl' 7• 2-1rr 111. 1• 2•u2• 1• 2-v2• Y 3-118' z 0.40• 0.61• o.3za• CAPACITY REQUIRED'CORRESPONDING TO AN F � (A (q Embeanenl MY 1&4' 1514' 75'4• 15.4' Y 1-114• 1.114' 1-1/4' 1-e4' 7414' 1.1/4• r 15R• 15T6• tales ACTUAL PRESSURE REQUIREMENT FOR THE U ry Q 4 AtoMrs g 3'6W.O.G./ 2csarq>e mps/Lrta t) 7801!6 7110 fos mobs 15�I6s 11'66 ws s4o m1 660IOs wA 760 ms 746 i� es31m ts9z l0e 69z Ns Bes ks 1430 los OPENING,WHEN IT IS LOWER THAN THE MULLION Q CAPACITY(FROM THE TABLE)OF THE SELECTED Q' c- Z m UO s.0 MULLION.IT WILL YIELD A MINIMUM ANCHOR I, CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. • TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. �--1.266'-•1 cldIng fitg wI011LgploridB p4prg w dc N 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE � pe � •O FIGURE 1: , 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. t< ® ® HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.116"n MiumI�MddwI Control FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. I 11(11 I I 1111 ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED I •125' ()VA •4pj� �i� CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-TS .L \��,••'�10ENSF'•, AND BE A MINIMUM OF.126" T _ THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 1.28"X 2.11'X.125'MULLION No.58705 ')� LEAST.126'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MULLION) THE MATERIAL.#10 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. =0 '. tAT�lOF� CORIDA, \� A.LYNN MILLER,P.E. FL P.E.#58705 TABLE ISAx Wa�H Mullion Ca a0 Table(Ib9Ht n� F Opening Width(for wrlicalVsparWrg ml/Mons)or Opening Height(for horizorlla*spwrlrg mUllons) IA Wax'd a 50In 601n 701n 801n 901n 10D In 1201n 1401n 1601n s2�U o R6etmgdar 11 on Rectangular TmpRIM Rectangular Map/mang. Reclengdar TmP'Tifeng. Reelenguiar T."ong. Realangrlar Dap�Taang. Reolongular Trep'Tderg. Rectangular T1opR4am. Rectangular TrepTdang• o C 3.2V'30 Loadn9 being L.4.0 Loedng Loadng Lowing Lw6nD Laing Loafing Lowing Loadng Loafing Lowing Loadrg Loafing Loafing Loafing Lowing ^02 U DEG.AL a r a r r r r a a p r r r a a a a BAY MULL, a a •e a a c ^ 0 4 s ^ ^ � ^ ^ h H 9 9E a a� to a a� a� �E a� � 43$ N m fi ��q^ fiXeq¢ s ts� s py RS• s .� ss fi yg`t.1)5¢ s 1kj �y.g¢ s Qy, s 1)1)5¢ s y s g� 'y¢T p¢ s y1) y-pg¢ ••g5g U) W d` § fid g Z da' drc d da' f@ d� fid d E@ da' d' E d8 Y� a 0 � 42 In 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 NO 170.0 992 170,0 516 170.0 1116 170,0 521 170.0 1240 170.0 621 170.0 1468 170.0 521 170.0 1735 170.0 621 149.1 1740 170.0 521 J W 461n 170.0 708 170.0 524 [49.5 850 170.0 684 170.0 902 170.0 830 170.0 1133 170.0 681 170.0 1276 170.0 877 170.0 1417 170.0 Seg 152.2 1622 170.0 680 130.5 1622 170.0 680 114.2 1622 170.0 660 _ (Y° rn 50.6251n 170.0 747 170.0 563 898 170.0 631 170.0 Me 170.0 664 170.0 1195 170.0 723 170.0 1345 170.0 747 164.2 1443 170.0 7'56 138.9 1443 17x.0 758 117.3 1443 170.0 768 1028 1443 170.0 756 c Q 64 1. 170.0 197 170.0 612 956 170.0 691 170.0 1116 170.0 764 170.0 1276 170.0 803 180.4 1353 170.0 537 144.3 1353 170.0 058 120.3 1353 170.0 861 103.1 1353 170.0 861 902 1353 170.0 Sgt m O h 601. 170.0 865 170.1) 701 1063 170.0 797 187.0 1218 170,0 878 148.1 1218 170.0 944 129.9 1218 159.6 038 116.9 1218 152,1 924 97.4 1218 148.1 913 83.5 1218 146.1 913 73.1 1218 148.1 913 F- J J 63 In 170.0 030 170.0 745 1116 170.0 050 160.2 1150 168.8 833 131A 1150 163.0 914 116.8 1160 141.8 898 105.1 Me 134.2 885 87.6 Me 126.7 871 76.1 1160 128.2 670 85.7 1160 126.2 870 W 601. 170.0 074 170.0 789 1018 185.6 881 130.8 1048 148.8 ego 114.3 1018 133.1 850 101.8 1048 123.4 639 DIA 1040 116.6 030 76.2 1046 109A 821 85.3 1018 1082•610 67.1 1018 108.2 BIB m 5: J€ $ C 721n 140.6 880 147.8 764 880 126.0 748 100.6 080 110.9 734 88.0 880 100.0 722 78.2 880 92.0 712 70.4 000 8e.2 703 58.7 860 79.2 693 60.3 660 78.6 BBB 44.0 880 78.4 888 Z J 76 in 119.7 790 125.1 69B 790 108.4 676 85.5 790 93.3 663 74.8 790 83.9 652 68.5 790 76.9 643 59.9 700 71.7 635 49.9 790 65.1 674 42.8 790 62.1 619 37.4 790 61.5 017 ¢ V M 71)In 110.8 750 116.5 657 760 98.1 644 79.1 760 85.9 632 69.2 750 77.1 621 61.5 750 70.6 612 65.4 750 65.7 605 48.2 750 59.4 694 39.6 750 66.2 568 345 760 65.5 See Z Q Q N O zz 901n 72.1 663 74A 500 563 62.9 491 51.5 603 64.8 453 45.1 663 48.9 475 40.1 663 44A 468 38.1 663 40.8 462 30.0 663 36.2 452 26.8 663 33.3 445 22.6 683 31.8 442 F W••Z 00..0 961. 59.4 495 61.1 443 495 61.6 435 42A 495 44.6 427 37.1 495 39.9 421 33.0 495 36.1 415 29.7 495 33.2 409 24.8 495 29.1 400 21.2 495 26.8 394 15.6 495 25.0 390 � �� o 0 1 1081n 41.7 391 42.6 353 35.9 348 20.8 391 31.1 342 20.1 391 27.6 337 23.2 391 24.8 333 20.9 391 22.6 328 17.4 391 19.7 321 14.0 301 17.8 316 LU 0 52 x LU 1111. 36.4 370 50.2 335 37.0 330 27.5 370 28.6 325 24.0 370 26.3 320 21.4 070 22.0 318 19.2 370 20.0 312 18.0 370 10.1 3051201. 30.4 317 30.9 289 28.0 284 21.7 317 22.5 260 19.0 317 19.8 278 171.0 317 17.8 273 O M Q O Q 144 In 1 17.9 220 17.8 203 1 1 1 1 CL TABLE 16B ANCHOR CAPACITY ADJUSTMENT FORMULA: Ai Anchor Ca act Table Ibs (DP..) ANCHORCAP. m Subalrele: 2.7k Concrete 3.5k Cono. Holm Mu Filled CAIU PT Wood Metal ( ,�,,, )=ANCHOR CAP.,,. d18'Eko 114'SS Eko NI6'Elco 1/4'SS Elco N10 Steel 912Steal 012 Slee) MULLION CAP.,,•,,,,,, Anchor Clip Patterns Anon type: 3116 Eko UNacon ted Eka Uluacon U,I wm 316 Eka U Uacw 114'Eko UlUacm AggreGelor Ullrecon AggreGelor SCM(05)Sarew(GS) Screw(05) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge 01stance(in):�1-314' 1-314 1• 2.112• 3.110• V 2-112' i' 2.12' 2' 3.116' 2' 0.48• 0.64' 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN Embedment 0a): 1.3/4' 1-314' 2• 1.114• 1-114• 1-110• 1-114• 1414• 1-114• 2' 1018' tare• techs ACTUAL PRESSURE REQUIREMENT FOR THE 2 A.W.@V Mia O.C./(2)2.5 Angle Clips/(Fig.1): 450105 890lbs 170010. 2701bs 280lb. 35410.0 740lbs 31416! 72015. 94815. 34110. 44216. 6801W OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anclwre®3.5'MIn O.C./(2)2t5 Angte Clips/(Fig.2): s 76015. 1.7.lbs 252516+ 640 lbs 5601bs WA 11201bs 74BIIn BBO Ibs 189215. set 155 BBS IM 112015. CAPACITY(FROM THE TABLE)OF THE SELECTED AnoMrsQ2.71•MIB O.C./(2)21SAtgk Clips/ffb•3k . 95810.. 2248Itw 225/fW wn 84015. WA 105910. w1- 13x010.. wA 103210. 132715. leen lbs MULLION.IT WILL YIELDAMINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE RODULT REVISED ANCHOR CAPACITY TABLE. nwid"IM SwhhlboFlo de FIGURE 1: bildingCcdc ., TABLE NOTES: oxptmlc�No Etc • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. imni ada Pr uct Control FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 1111 1 r r/ 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. •125' `\%���pN( LYNN • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 30' Q$��.•' .%CErJgF'•,�F,P%'.. FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. _ 3.250' 11 No.58705 �{ 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED _ FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED '( • • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063.75 AND BEA MINIMUM OF.125' --O / THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 30'BAYt�5:•4% LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULLION ;U�•.• ST • THE MATERIAL.#10 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. :��SS,F<ORIOP•,•jG�\: ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. /r/70NA1. A.LYNNIMILL�R,P.E. FL P.E.#68705 TABLE 16A Mullion Capacity Table(lbaftel F OpeningWidth(forverticalVspar7rhgmuilions)ofOponingHolght(forhorizanlelysparrirgmUlions) 'Pit LL 501n 001. 701n 601n 901. 1001a 1201n 1401n 160 In goq a' Rectangular Trep/idOn9. Reclan9dar Trop/rdang: Rectangrlar lImplTdang. Rectangul Trop/Tdeng. Rectangular TropTdano• Rectanpdar Trap7dang. Rectangular Traprnleng. Roetengdor Tie, am- R. Tropirdang. ao w 3.26"46 Lva'ag Loadng Loadng Lowing Lowing Loafing Loafing Loafing Loading lowing Loadog Loafing Lowing Loafing Laadng Loafing Loafing LgadnB �Y i v DEO.ALTm .-. ,. aBAYMUL 1-11 Ed s dc � az 3 tE � d1 3 a d .fie d Z o: srr �e a E� ��. f� �o ao. s� sc. sem. a� O W 42 In 170.0 820 170.0 435 170.0 744 170.0 476 170.0 668 170.0 608 170.0 982 170,0 518 170.0 1118 170.0 521 170.0 1240 170.0 521 170.0 1188 170.0 $21 170.0 1735 170.0 521 180.3 1871 170.0 621 J W 481n 170.0 708 170.0 524 170.0 850 170.0 564 170.0 992 170.0 630 170.0 1133 170.0 681 170.0 1275 170.0 6T7 170.0 (417 ;170.0 680 183.7 t637 170.0 680 140.3 1637 170.0 680 122.8 1637 170.0 68D a,o w 505251n 170.0 741 170.0 563 170.0 898 170.0 631 170.0 1048 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 '170.0 -756 147.1 1552 170.0 758 128.1 1652 170.0 758 110.4 1552 170.0 7511 W C) Q 541n 170.0 797 170.0 612 170.0 950 170.0 691 170.0 1118 170.0 754 170.0 1275 170.0 BOJ 170.0 1434 170.0 837 155.2 1455 170.0 850 129.3 1465 170.0 601 110.8 1155 170.0 861 97.0 1155 170.0 801 .601n 170.0 885 170.0 701 170.0 1063 170.0 787 170.0 1240 170.0 878 167.1 1308 170.0 944 139.7 1309 170.0 986 125.7 1309 183.5 984 104.8 1309 157.1 982 89.0 1309 157.1 982 78.6 1308 157.1 982 � � � J 8341 170.0 930 170.0 745 170.0 1110 170.0 850 182.9 1247 170.0 940 (42.5 1247 184.5 903 128.7 1247 162.8 885 114.0 1247 144.3 952 05.0 1247 138.2 036 81A 1247 135.7 935 71.3 1247 135.7 035 z W � 6B N 170.0 974 170.0 789 170.0 1169 170.0 903 146.4 1190 163.7 985 128.9 1180 14`/.0 045 115.4 1190 130.5 028 103.9 1190 128.4 914 80.0 1190 119.5 898 74.2 1180 118.1 893 64.9 1180 118.1 893 z -j m e 72In 181.8 1010 169.8 877 134.7 1010 144.8 859 115.4 1010 121.2 842 101.0 1010 114.7 828 89.8 1010 105.8 617 80.8 1010 98.0 807 67.3 1010 00.8 705 57.7 1010 87.6 790 505 1010 B73 769 � �& � W j v �Z 76 in 137A 908 143.0 792 114.5 906 122.0 775 88.1 806 107.1 761 95.9 908 9B.2 749 78.3 908 68.2 738 88.7 908 82.3 729 57.3 808 74.7 716 49.1 808 71.2 710 42.9 800 70.0 708 S 711 N 127.1 881 132.5 754 105.8 881 1125 738 80.8 681 88.11 725 79.4 801 88.5 713 70.6 8111 81.0 703 63.0 881 75.4 694 53.0 881 08.1 681 45.4 861 84.5 875 38.7 861 03.7 072 Z Q Q N O 90 to 82.7 848 65.4 574 88.8 810 72.1 584 59.1 640 B2b 554 51.7 048 50.1 545 48.0 848 50.0 537 41.4 848 47.0 630 34.5 848 41.5 510 29.5 018 38.2 511 25.9 810 36.6 507 Q m Z00 `- 90In 68.2 588 70.1 50B 58.8 SB8 59.1 499 48.7 SW GIA 491 42.8 688 45.8 483 37.9 588 41.4 478 34.1 668 36.1 470 20.4 588 33.4 459 24.3 588 30.5 452 21.3 568 28.7 447 w �� 1081m 47.9 448 48.9 405 39.9 498 47.2 389 34.2 449 35.7 383 29.9 449 31.7 307 28.8 449 28.0 302 23.9 449 20.1 377 20.0 440 22.7 368 17.1 H9 20.4 381 15.0 448 18.9 350 Y Y 1111n 44.1 425 45.0 385 36.8 425 37.9 379 31.5 425 32.8 373 27.6 426 29.1 387 24.5 426 26.2 302 22.1 425 24.0 356 18.4 425 20.7 350 15.8 425 All 343 F LO (>) (n 1201n 34.0 384 35.5 331 29.1 384 29.8 328 24.8 384 26.8 321 21.8 384 22.8 317 19.4 384 20.5 313 t7.5 384 18.7 309 � `� a � o 1441n 20,2 253 20A 233 18.8 257 17.1 230 Q••� Z S•O U) TABLE 168 $ � ANCHOR CAPACITY ADJUSTMENT FORMULA: - a Anchor Capacity Table Ib9 (ANCHOR CAP.,-,- `� Substrata: 2.TkConcrele 3.5kConc. HuBowcmu FNM CMU PT Wood hiatal (D )X`MULLIONCAP.,,„,,,_ ANCHOR CAP_ 5116'Eko 1l4'SSEko 511VEloo 11418SEko 910Steel 0128leel 412Sleel Anchor Clip Patterns Anchor Type: 3118•Elco Ullrocon I!4•Elco UlBacan Ultrmon 3118•Elco Uloaoon 114'Elco UNracan ADgmGalot Ultracon A9gre0alof Scrow(G5)Gorey(G5) screw(G5) USE THIS FORMULATO OBTAIN THE"ANCHOR Edge IX I.-(le>: i• 244 1 2.112• 3.118' 1• 2-112• 7• 2-112' 2• 3-1/8' T 0.46• 0.54• 0.32x• CAPACIN REQUIRED'CORRESPONDING TO AN EmDMmenl 1814' 1-314• 1-314• 1.3/4' 2' t•U4' f-iia• 1-1/4• 1.1/4' 1-114• 1-114• 2' 1318• 7316- tedea ACTUAL PRESSURE REQUIREMENT FOR THE 2 AncMra�YA11n O.C./(2j 2a5AnOle Clips/(Fig.1): 340Ibe 3901b9 450lbs 890105 1700It. 2701bs 2801bs 35416s flu in 374 ft 720lbe 0461bs 341 @s 4421M S60lbe OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchors Q 3.5'KU.O.C.I Tq 215 An910 asps I(FIg.2): 7801bs 7801ba 7901bs 18701bs 2525 @s 570 Iba SBO lbs WA 11201bs 7aB Ibs 8801bs 78921Ds 6ffi IM 8B51bs 1120lbs CAPACITY(FROM THE TABLE)OF THE SELECTED 6 Anchors @ 2.71'hgn O.C./(2)255 Angle pips I(Fla•3): 11201bs 1120 lbs 958 lb, 2246 1b, 2254lbs WA 840145 N 10591Ds WA 1320lbe WA 1022 roe 1327 lbs tsao les MULLION.IT W ILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE f t ANCHOR CAPACITY TABLE. ea eomplYin3 with 1ho Florida FIGURE I: Aooeptmice No ^ O TABLE NOTES: Datc . l 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. /B1 Y SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Miami ad;Product Convol FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 1-1 Illy 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. ���,�,0�.......... • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. .125" 45" '�10ENS FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. Q' 3.250• No.58705 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED ' FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 690.WOOD SHALL BE PRESSURE-TREATED • • • • YELLOW SOUTHERN PINE,WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125" THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 45•BAY %�C STATEi LEAST.126'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULLION ' '(� FLORIOP•••' • THE MATERIAL.#10 8 012 ANCHORS INTO WOOD MAYBE STEEL,18.8 S.S.OR 410 S.S. ��`0.........• ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. rr/,I�D�AL 7 A.LYW MILLER,P.E. FL P.E.#58705 I-1.000"'1 --� ,.DDD• r•-• --I 1.000" I+ t3 k•"-,.266'--I 23y$ o --� 1.000' r- --( 1.000• �'•- .125" 1 ��,ei re --.125" .125' � o Y = c� 2.750" 2.750° .125' 3.125" 3.188' .125' .125" .125' 2.000' 2.000' 2.116' .285' I .125" Z N a r.125' L ,376" .376' .1• 'tea r L o I - I .900' T J = 1'X2'X.125•MULUON 1'X2'X.375'MULLI0N PX 275'X.375*MULLION 1'X 2.76'X.660*MULLION. 1•X3.125*X.5'MULUON 125'X 3.188'X.265 MULLION 1.26'X 2.11'X.125'MULLION 6063-T6 ALUM. 8063.76 ALUM. 6063-TB ALUM. 8063-T6 ALUM. 6063-T8 ALUM. 8083.78 ALUM. 6063-T6 ALUM. - 0 XSECTION X-SECTION XSECTION X-SECTION XSECTION XSECTION XSECTION m y c 0 Z c) (O r--:125 x.126" -•i I--•125' U) Ir TABLE AZ UJ= m STANDARD CLIP I I 2X5 ANGLE CLIP Dimension Value(in) For Mullion: s 2.000' 6063-TB ALUM. 2.126' 6083.78 ALUM. �Z XSECTION 2.000" X•SECTION EA 1,625 J [L U•CLIP 1'X2'X.125' Q J I I 6063-TBALUM. ,125' 2.654 F L) .125• XSECTION AIUnIIDUm Z Q O) p 0.895 Tube Mullion Z Z o 00 0.740 Z o .- .125 T 61--i.740'F- 1.125 1"X2'X.376' LU 02'404 Aluminum 5.500' curHERero 375' 0.835 Tube Mullion U Q 5.000' .375" 3.125- _CREATEF-CLIP,SEE MIN. �- .375'MIN. D 0.490 a�� z, O MIN. DETAIL F.SHEET $ IN. A 1.875 2_is $ � 0�, r-------- r-------� --------------------- B 3.000 1'X275"X $ $ t I i. I I A A I U-CLIP A H- -----1 L- -----J L------- { 6063.78 ALUM. `- -----' 2X6 ANGLE CUP C 0.767 .375AIUminum Jl. TOPVIEW 6063.76 ALUM. D 1.118 Tube Mullion L TOPVIEW STANDARD CLIP CENTDR OF ANCHOR HOLE MUST LIE WITHIN THE E .450 Min. 6083•T8 ALUM. DASHED BOUNDARY.SEE SHEETS 5.17 FOR THE A 1.312 1'X2.761 X CENTER OF ANCHOR HOLE MUST LIE TOPVIEW CENTEROF ANCHOR ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR WITHIN THE DASHED BOUNDARY.SEE HOLE MUST LIE HOLE DIAMETER:ANCHOR DIAMETER-1/16•. B 3.000 .850" SHEETS 5.17 FOR THE ANCHOR O.C. WITHIN THE DASHED C 0.476 Aluminum DISTANCE.MAXIMUM ANCHOR HOLE BOUNDARY.SEE Tube Mullion DIAMETER:ANCHOR DIAMETER+1116'. SHEETS ANCHOR 17 FOR THE TABLE D 0.838 RODUGTRGI'ISSD DISTANCE.MAXIMUM PGT Pelt# A 2'� a Cofuplyin8 WNI the Florida 1•X3.125'X ANCHOR HOLE Mull Dimension(sheetv) B 2.637 unding Cl�dc _ 5.500' .375' DIAMETER:ANCHOR Mullion Std.Clip Offset Clip U-Clip Angle Clip .500'Alum sc rue No .375' MIN. DIAMETER.1116% C 0.863 Tube Mull �' I sm MIN.~ 1"X2"X.12W(5) 66505 666113M 6661118M 666243M 666511M D 1.137 ------------------------- 1"X2"X.375'(6) 866006 666114M 8861119M 888244M 666512M A 2625 Ilarol sdeProduciConvol B 3.282 1.25'X3lum 1"X2.75"X.375"(7) 66607 666115M 8881120M 666245M 666513M X.285'Alum I I I 1"X2.75"X.650"(8) 66608 666116M 6661121M 666246M 666514M C 0.682 Tube Mull \���N1 LYNN I I I B D 1.762 �� 0,..•••••••. D I 1"X3.125"X•500" 9 66637M 6661116M 6661114M 666242M 666515M �,•• F I I I I () 1.28"X2.1I')( I,ICENSF '•.• 1.26"X3.188"X.265" 12 66641M 6661117M 6661113M 668241M 6WS16M x I i ( ) A 1.813 .121°Alum L-------J I ------J 1.26"X2.11"X.125"(18) 69370 NIA NIA WA 866517M Tuba Mull - No.58705 0 OFFSET CLIP NOTES: . ='n � � (S: 126" 0003.78 ALUM. ST, Of- CC/. I TOPMEW 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. '.0 •'•. F .740'-14-I •,,CORIOP.•'G.� r2 2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS&ANCHOR O.C.DISTANCE. A.LYNN MI11bE9,P.E. 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. FL P.E.#58705 -� 1.000 f-- 1 1.000• �- t.osz•- � �1I 740•F ® � .083' .385' I rC .062• I}^j 125' �I F`-.125' O C k r`' ' I q q o 'a2 I i � � 4.000" .125' I i$ 4.000• 4.000• STANDARDCLIP oY $ 2.625' 2.000" 2.126' 2X5 ANGLE CLIP LL 6063-Y6 ALUM. 2.000• 125, !SECTION U-CLIP 6063•T6 ALUM. LO I 6063-T6 ALUM. X-SECTION .125' N .125' !SECTION '8 m .126" .125' Z N 031' 1 .125 J CDASHED BOUNDARY.SEES SHEETS 5.20ENTER OF ANCHOR HOLE MUST LIE FOIR THE N THE j 2 .375' •165" .375' ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR HOLE DIAMETER:ANCHOR DIAMETER 1116". � (n o o O 1•X4'X.125• 1'X4'X.375• 1•X4'X.375' 5.500• 5.000" ro Z M f!) MULLION MULLION •T'-MULLION CUTHERETO 375• 375• I- O (0 J 6083.78 ALUM. 6063-TB ALUM. 6063-TB ALUM. 3.125' ��MIN. 65 Z J X-SECTION X-SECTION X-SECTION •MIN. � DETAIL F,SHEET SEE z MIN. DETAIL F,SHEET4 Z W d m 1.250• .375' 3 r-------� I r-------� r------- ----------- - - W . L CENTER OF I -- .375' 0 lL 1.250'-rl 1.250• j j j I MUST UE WITHIN j ANCHOR HOLEI MIN, (Lo ��' Z II Q J I I I I I I THE DASHED BOUNDARY.SEE j j Z U Q o1 0 I I l I - F SHEETS 5.20 FOR j_____-_-I Q 0 Z N `- ( 2.875' I --- I I I -- I THE ANCHOR O.C. F I i rt Z. C) 'p F I DISTANCE. I ¢ �� 3.94' 1 I I I I MAXIMUM I I Z a 3.250' 3.250' I I I I I ANCHOR HOLE i i � O y ay I I I I I DIAMETER. I I F _1 rn .100' .100' .100' Li. ------� I-- ANCHOR L---------------------� U Q I ------ DIAMETER 111 Q z 0 0 o cn rn 100X5 ANGLE CLIP 28083-TB ALUM. .814+ .6+4' STANDARD CLIP U•CLIP W 6063-T6 ALUM. 6063-TBALUM. TOPVIEw ---1 .820•H- -•1 .820'I+ --f .820'1+-- CENTER OF ANCHOR HOLE MUST LIE TOPVIEW TOPVIEW WITHIN THE DASHED BOUNDARY.SEE 125•X3.25"X.100" 1.25•X3.25'X.624" 1.25•X3.94'X.624• SHEETS 5.20 FOR THE ANCHOR O.C. TABLE TABLE C,CONT. MULLION MULLION MULLION DISTANCE MAXIMUM ANCHOR HOLE Dlmonsion Vallio on) For Mullion: Dimension Value(In)j For Mullion: 6005-T6ALUM. 6005-75 ALUM. 0005-TS ALUM. DIAMETER:ANCHOR DIAMETER 1116'. F 3.687 1')4 F .9 8 1.25•X3.25' X-SECTION X-SECTION X-SECTION G 1.000 .125' G 0.500 X.624' 5.500" H 2.680 Altminum H 1.438 Aluminum 3.469' 1 3.000 Tuba Mullion 1 3.250 Tube Mullion 2.661' QM .375' .375' F 3.187 1'X4'X F 2.625 5.25'X3.94' 1.377' •125• MIN. G 0.757 .375` G 1.125 X.624' RODU r___ ___� _______� H 2.430 Alunilwm H 1.500 Aluminum u compiy11r6 W(Or lbe'lorida I I 1 r I I 3.000 Tube&'T' 1 3.250 Tuba Mullion u0G163 I I I I I F 2250 1.25'X3.25' F 2,813 30'Ba Mull / G 0.750 X.100• F 2.875 45'Be Mull.125' I I I I I H 1.500 Aluminum.125' 2.250+ I II 3.250 Tube Mullion30" 45'BAY MI I I 1 TABLE D 3.250'30'BAY MULLION 6063•TBL--_ I �_ Mull Dimension POTPert# ���\CN'l !;,,N8063.76 ALUM. I X-SEC - J -J (utheel#) Mullion Std.ClipOtlset Clip U-Clip Angle Clip ,��.• �,10ENSC!SECTION 5'X4'X.125'(10) 69384 666111M 6661122M 668241M OWS18MOFFSET CLIP No.58705 I 8063.76 ALUM. 1'X4'X.375'(51) 66650 666112M 6661123M 666242M 668519M - • =_ 228'��-•,981'+ .226'_ �-•981'^i TOPVIEW 1'X4'X.375' T(11) 66653 W6112M M1123M 066242M 666519M NOTES: •740• 1.25'X3.25•X.100'(13) 20160 6601127M 6661124M 8662410M 6685116M O �-�'I is 111 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 1.25•X3.25•X.624'(1 4) 20181 6661528M 8681125M 6882411M 8885118M SATE F :•1<I: 1.25'!3.94'X.824'(16) 20182 6687117M 668110M 868241M 888517M %'t�•'•.,�(ORIOP••-•G��� 30 DeOroC(19) 86849 WA WA WA 8M110M i" , 2)SEE SHEETS 6-20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. ��7`S/Q(�f AL ` 45 Degree(0) 68850 WA WA WA 6685111M A 3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. A.LYS•Iti)r FL P.E.#5670#5 0 P.E. 5 TABLE E ® � Mull Dimension PGT Pert# � 3 (sheet#) Mullion Std.Clip U-Clip Angle Clip 1 C`'125• --j I-.125• ---i I- .125• ��x� 2"X4"X.25"(16)1 66602 668281M I 666271M 66651127 2"X&'X.25"(17)1 66604 1 666262M I 666272M 6665113M STANDARD CLIP U-CUP I. 2X5 ANGLE CLIP o ' 6063-T8 ALUM. 6083.76 ALUM. 6083-T6 ALUM. o 2.000' I XSECTION 2.125• I XSECTION 2.000' XSECTION NOTES: N .125' I .126• .126• g's M 1)HOLES TO BE GRILLED IN THE FIELD FOLLOWING f N� •� DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. L -1- - z 2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE f^-- �---1 490•--I f O HOLE LOCATIONS. 1,490' -.1 W 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. � _ 5.500' to CUTHERETO 5.0001-L .375' Ud U O O 3.500'x`{ CREATE F-CLIP, - m 2.000' .375° 9. �_CREDETAILLI .375' •375' MIN. Z MIN. SHEET MIN. H- J Z J Z I T-------- 1 Wi m � • I I I J D.o G Z 4.000' i i I I Q J .`- -I-- --- --I- 3.438' .+ 3.438' }--------j I.- U Q p .250'- 2'X4'X.25' I I I I Z O N MULLION I I 3.438' I I Q Z,.Z a0 � 6063.76 ALUM. I I I I I I E- Q ..o 0 X-SECTION I I I .375' Z a � -- --------I -- -- L------------ MIN. L- ----_-.---- J ---------J W O of J 3 L � � L- STANDARDCUP 2X5 ANGLE CLIP U U-CLIP.6063-TO ALUM. Q O O CENTER OF ANCHOR HOLE MUST LIE 808378 ALUM. SED FOR 2'X 4'MULLION.SHEET 16 CENTER OF ANCHOR HOLE MUST LIE 6083.76 ALUM. D•g` Z m O U .250' WITHIN THE DASHED BOUNDARY.SEE TOPMEW TOPWW WRHINTHE DASHED BOUNDARY.SEE TOPWEW g o O SHEETS 5.20 FOR THE ANCHOR O.C. SHEETS 5.20 FOR THE ANCHOR O.C. $ d'1O�of DISTANCE.MAXIMUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST LIE DISTANCE.MAXIMUM ANCHOR HOLE DIAMETER:ANCHOR DIAMETER+1116". WRHO{THE DASHED BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER+1116'. SHEET 5.20 FOR THE ANCHOR O.C. 5.500" DISTANCE MAXIMUM ANCHOR HOLE CUT HERE TO DIAMETER:ANCHOR DIAMETER 1116'. 6.000• 2.000'- 3.500' CREATE F-CLIP, .375' �I .37,i MIN. r-SEEDETAILF, MIN .375' SHEET4 MIN. .375' I I I 1 I 1 I I I OompWoS% t��h{{th�efPiodde I I j j ho'1T QSl'�_roduct unlrol 6.000• -I-- T- --I- 4.686" t rC +--------I .250' I I b,438' 5.438' ' I I \11111!111 . I I 5.438' pN( L N ......EN... •of/(�4 i 2'X 6'X.25' MULLION I I 8003-T6 ALUM. T1�:• N0.58705 .•Tt'_ X-SECTION I I I I .375' - -_ ------------------------I -' --I-- L---------------------J MIN. i•9 _ �` ' 1 TATE L_ STANDARD CLIP U•CLIP 2X5 ANGLE CLIP %��iS FLORIO?'.•�U.�`�� .250' 80TOP VI WALUM USED FOR 2'XBiMULLION•SHEET 17 80TOPWEWM �1,/S/0NA1- I� '�` TOPWEW A.LYNN Mla'' R,P.E. FL P.E.#58705 EXAMPLE 1'SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES,THE WINDOW FRAME DEPTH IS 2.114'.THE OPENING REQUIRES A DESIGN PRESSURE OF+60.01.80.0 PSF. NO ANCHORS IN HEAD 1)INITIALLY ASSUMING THAT A 1'WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72'AND THE OPENING WIDTH IS 32"+32+1"=65.REFERENCING SHEET 25,THE COLUMN USING 0 n -- RECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TABUS FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-1/4'AND WILL MEET OR EXCEED THE REQUIRED �+ 2 DESIGN PRESSURE OF+60.0680.0 PSF.IF THE TABLE DDES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. v x� G EFeNPSTPATION SEEFROM TABLE 3A,SHEET 7,THE 1•X 2.76"X.375'MULLION(LENGTH-72",OPENING WIDTH=70')MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+/.58.3 PSF AND WOULDDETAILS, NOT BE SUITABLE FOR THIS APPLICATION.SHEETS 2-3 o FROM TABLE 4A,SHEET 8,THE V X 2.75'X.650•MULLION(LENGTH=7Y,OPENING WIDTH=70")HAS A DESIGN PRESSURE OF+1.72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE t< 72" MULLION OPENING AND MAYBE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. N LENGTH �� 4 2)USE TABLE 4B TO FIND.THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE.BOTH THE STANDARD CLIP WITH(4)012 ANCHORS AND THE 2X5 g•t t0 F SEE ANGLE CLIPS WITH(4)#12 ANCHORS HAVE A CAPACITY OF 885 LBS.THOUGH EITHER ONE COULD SE USED,THE STANDARD CLIP IS EASIER TO INSTALL. Z ,`4 N a TAI SHEETS DETAIL 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL 0 W APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REgUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE -, Ill 2a INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. g Ofa IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS+660.0 PSF.TH�OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITYOF636 LBS,ALTERNATIVELY, Ill p Q NDANCHORS 1N L-ID LTHE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USE:TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF:'MULH 838 LRS )_-- t J OPENING WIDTH (60 PSF)X{72 7 PSF =524.9 LBS (MAY BE USED TO QUALIFY#10 STEEL SCREWS FROM TABLE 48) g THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL.THE WINDOW FRAME DEPTH IS 2-3W.THE OPENING REQUIRES A DESIGN PRESSURE OF+50.0%55.0 PSF. z Q t ct FOR THE VERTICAL MULLION: Z 4 of p 1)INITIALLY ASSUMING THAT A 1•WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 32"+72'+1"=105'AND THE OPENING WIDTH IS 36'+36'+1"=73.REFERENCING SHEET 25, Q z - Z THE COLUMN USING RECTANGULAR LOADING SHALL BE USED,SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2.318'AND WILL Tn t !p mo EXAMPLE 2:MULTIPLE MULLIONS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.01-55,0 PSR IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. LUN is nr MULL WIDTH FROM TABLE 3A,SHEET 7,THE 1'X 2.76'X.376'MULLION(LENGTH=108",OPENING WIDTH=80')MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+/-15.1 PSF UJ g AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. U a FROM TABLE 12A,SHEET 16,THE 2"X 4"X.250'MULLION(LENGTH=108",OPENING WIDTH=80')HAS A DESIGN PRESSURE OF+664.7 PSF WHICH EXCEEDS THE REQUIREMENTS d W z tory SEE .FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS.DETAILS, 32' ~SEE 50 SHEETS m of FENESTRATION 2a BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2"TO THE WIDTH OF THE MULLED UNIT,THE ADJUSTED OPENING WIDTH IS 36'+36'+2'=74',NOT 73"AS PREVIOUSLY 8 e-��-q PRODUCT'S APPROVAL ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPUCAS�E FOR THE ADJUSTED OPENING.ALTERNATIVELY,THE WINDOW WIDTHS MAYBE REDUCED TO MAINTAIN THE 73'DIMENSION(35.12'+35-12•+2•=73•). _ i r 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE,IN THIS EXAMPLE,ASSUME THE POURED VERTICAL I ! CONCRETE HEADER AND SILL ARE 8"WIDE.IF THE MULLION CLIP W�RE TO BE CENTERED WITHIN THE 8,CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. MULLION '�SEE '� USING THE STANDARD CLIP WITH(6)3116'ULTRACON ANCHORS ATAN EDGE DISTANCE OF 2.12•GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER,AND LENGTH 8 DETAILS,- DETAILS, THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 071 LBS. OPENING SHEETS 2.3 SHEET3 FOR THE HORIZONTAL MULLIONS: HEIGHT FOR BECAUSE THE VERTICAL MULL WILL BE A 2-X 4"X.250"MULLION,IN,THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS,ALTERNATIVELY,ANOTHER Ho Z. 72, MULLION TYPE COULD BE CHOSEN. I RODUCTREWSED MULLION //JJ complYtDg wnL the milds 1)THE MULLION LENGTH IS 38'AND THE OPENING HEIGHT IS 32'+72:+2 '=106'.REFERENCING SHEET 25,THE COLUMN USING TRAPEZOIDAUTRIANGULAR LOADING MAYBE 3o0ding Codc USED.FROM TABLE 12A,SHEET 16,THE 2-X 4'X,259'MULLION(Q LENGTH=42',OPENING HEIGHT=120')HAS A DESIGN PRESSURE OF+1.170.0 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APP4ICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. j SEE DETAILS, SHEETS 2)USE TABLE 128 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE.IN THIS EXAMPLE,ASSUME THE CMU JAMBS ARE 8" "[sari)Adel Product Control 23 WIDE.IF THE MULLION CUP WERE TO BE CENTERED WITHIN THE 8'j CARE MUST BE TAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE.USING THE 2X5 ANGLE CLIPS WITH (4)3116"ULTRACON ANCHORS AT AN EO GE DISTANCE OF 1'GIVES AN ANCHOR CAPACITY OF 640 LBS WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED "i t i t!I t ANCHOR CAPACITY OF 521 LBS. \``MANY LYN _ I i 36',HORI2. I . HORIL —'1!•"— NTAt MULLION TO VERTICAL MULLION,USE.THE SAME ANCHOR CAPACITY OF 521 LBB.TABLE 128 FOR THE U•CLIP SHOWS THE ANCHOR ��.•'�,1C£NSF•'•�F•Q MULL LENGTH MULL LENGTH 4)FOR THE U•CLIP IN THE HORIZg CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS,WHICH IS GREATEk.AND THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 In.THE i^ OPENING WIDTH FOR VERTICAL MULL ANCHOR TYPE IS A#12 STEEL SCREW. .�. TiY7 '•ytT _ No.58705 FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS: - v +/•64.7 PSF FROM THE VERTICAL MULLION; +6170.0 PSF FROM THE 36"HORIZONTAL MULLION ATTACHING TO CMU; +/-170.0 PSF FROM THE 36'HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION(INTERSECTION). A7£ws <(/ THE LOWEST DESIGN PRESSURE IS+1-64.7 PSF AND WOULD APPLYTO ALL OF THE MULLIONS, �'O'� •'•,'�tOR14P,''•\�.�\ VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION t''%NN- PRODUCTS,WILL APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN A.LYNN MILLER,P.E. ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. FL P.E,#58705 EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDAL/TRIANGULAR LOADING: r a n Id O 1 PW PW PW - I Lo - U) C4 LL MLIDH SHIDH SHIDH SHIDH Z 07 pNr PW ON rc LU _ 0_ m CA / / 00 / m o 0 LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION I I`'> SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS I / / / to HINGED � j I DOOR I SGD Z g LOADING OF VERTICAL MULLION ? � w PW ,J LU o v IT, LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION Q d 2 Q rn PW _ i Q ax Z N o PW PW PW W c!e� a s CD I PW � ¢ S2 SH/OH -44 C) Q FA SHIDH SHIDH Z O O of I d o�rc� I / / • LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION 1 / SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION1 I PW PW HR I 1 1 LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL I MULLION I ' P HINGED .PW PW NOTES: DOOR RODUCT REVISED s complyln8 wllh Om Florida j 1)DRAWINGS ARE uBdI_Cddc 1 RERESENTATIONS OF TYPICAL oc�plenw No 1 1 PW CONFIGURATIONS. P� I PW CONFIGURATIONSNOT SHOWN _ O 0 1 _ _ MAY BE EXTRAPOLATED FROM odoProWnµCoucol THOSE SHOWN. 2)IF THE LOADING TYPE CANNOT (3%LN(4Y14N F11� 1L, I BE DETERMINED,USE ,��j. •.�F` �� RECTANGULAR LOADING. .:••��C S Q PW PW i ••.>C�� / 3)SEE PRODUCTS'APPROVAL FOR _ l4:• P10,58705 ACTUAL ANCHOR LOCATIONS. _ ols � �VERTICAL MULLION PANEL OF HINEDLOADING DOOR iNOTICAL CAPTURED OR ANCHORED WITH NTERSCTMULLION LOADINGTIINGHORIZONTAL MULLIONS •• ' �IF j FC ORIOr.••`��'\. LOADING OF VERTICAL LOADING OF HORIZONTAL p PYNN M l\L+`LE)i,.P.E. MULLION MULLION FL P.E.#58705 7/28/2015 Florida Building Code Online **pp- r a .fir BCIS Home Log In I User Registration i ^Hot Topics Submi[Surcharge i Stats&Facts } Publications FBC Staff BCIS Site Map ( Links Search Ronda Ii P.Il B.usines ProfessiIj Product Approval USER:Public User R�gu{ation ! E+t�7iiLYiiIL'Q Product Approval Menu>Application Detail : y=-i' - FL# 0oved € Application Type Code Version Application Status DBPR. Approvals by DBPR shallbe reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive Nokomis, 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 Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications, Inc. Validated By Steven M. Urich, PE ✓ Validation Checklist- Hardcopy Received Referenced Standard and Year (of Standard) Standard Year AAMA 450 2010 AAMA/WDMA/CSA.101/I.S.2/A440 2008 ASTM E-1886 2005 ASTM E-1996 2009 ASTM E-1996 2012 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A https:/Aman.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDgtsZzB6Yv%2bgnWdjpdNKCrtStUu3rK9ehHY%3d 1/2 7/28/2015 Florida Building Code Online Date Submitted 06/11/2015 Date Validated 06/16/2015 Date Pending FBC Approval Date Approved 06/27/2015 Summary of Products FL# Model,Number or Name Description 331.1 CD-290 Aluminum Hinged Door Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL331 R11 C CAC FD-290 Certification.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 09/21/2018 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FL331 R11 H FD-290.odf pressure, size and anchorage information., Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL331 R11-AE-FD-290 Evaluation.Ddf Created by Independent Third Party: No 331.2 FD-455 Vinyl French Door&Sidelite/Transom Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FI-33t R11 C CAC Certification FD,455.ndf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 05/21/2017 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FL331 R11 II FD-455,Ddf pressure, size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL331 R11 AE FD-455 Evaluation.12df Created by Independent Third Party: No 331.3 FD-555 Vinyl French Door&Sidelite/Transom Limits of UseCertification Agency Certificate Approved for use in HVHZ: No FL331 R11 C CAC Certification FD-555 II.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 05/21/2017 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FL331 Rll II FD-555.Ddf pressure, size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705 , Created by Independent Third Party: No Evaluation Reports ' FL331 R11 AE FD-555 EvalLlation.pdf Created by Independent Third Party: No back NcM Contact Us:: 1940 North Monroe Street,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 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: xciiritvase�r�krc https:/Mfww.floridabuilding.org/pripr_app dtl.aspx?param=wGEVXQwtDgtsZzB6Yv%2bgnWdjpdNKCrtStUu3rK9ehHY%3d 2/2 GENERAL NOTES:SERIES 555 LARGE&SMALL MISSILE DESIGN PRESSURE RATING IMPACT RATING IMPACT-RESISTANT,VINYL,REINFORCED,OUTSWING VARIES, I RATED PACT RATING LL FRENCH DOOR&SIDELITEITRANSOM SL( TITR)- SEE SHEETS 485 MISSILEIMPACTRESISTANCE 1)THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE TABLE 1: FLORIDA BUILDING CODE. Min.Edge Min. Group - Anchor Substrata Distance Embedment 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN VAND•BORNE DEBRIS REGIONS. A 3116 Elco URraeon Ungrouted CMU,(ASTM C-90) 1" 1-114" 3)MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 CONCRETE Ungrouted CMU,(ASTM G90) 2-1/2" 1-114" MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. P.T.Southern Pine(SG=0.55) 1/2" 1-316" + #10 Steel SMS(GS) 4)MASONRY ANCHORS.MAY BE USED INTO WOOD AS PER TABLE 1,THIS SHEET.ALL WOOD Aluminum,6063-T5' 5116" 0.0713"(14 Ga) BUCKS LESS THAN 1-112'THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS #10 410 S.S.SMS Steel,A36' 5/16' 0.056" ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X #10 18-8 S.S.SMS ARE 1.1/2'THICK OR GREATER.IX AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO B Steel Stud,A653 Gr.33" 5/16" 0.058"(16 Ga) PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS P.T.Southern Pine(SG=0.65) 1/T' 1-318" ' THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECTOF RECORD. 3116"EICO UltraCon Grouted CMU,(ASTM G90) 2-112" 2-114" r i 5)IF SILL IS TIGHT TO SUBSTRATE,GROUT IS NOT REQUIRED.IF USED,NON-SHRINK. Concrete(min.2.85 ksl) 1° 1-3/8" i NON-METALLIC GROUT,3400 PSI MIN..(DONE BY OTHERS)(MAX.1/4'SHIM SPACE FOR GROUT) 1/4°Elco Ultracon Ungrouted CMU,(ASTM G90) 2-1/2" 1-1/4" ^ MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, P.T.Southern Pine(SG=0.55) 9/16" 1-3/8" - rr AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF SUBSTRATE IS WOOD,30#FELT PAPER OR #12 Steel SMS(G5) MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED BY THE Aluminum,6063-T5' 318" 0.0713"(14 Ga) _ AUTHORITY HAVING JURISDICTION,COMPLYING WITH THE FBC. #12 410 S.S.SMS Steel A3W 318" 0.056" LU #1218.8 S.S.SMS V) '^aa 6)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE Steel Stud,A653 Gr.33' 3/6" 0.056"(16 Ga) O ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE THE EMBEDMENT SHOWN ON TABLE 1,THIS P.T.Southern Pine(SG=0.55) 1" 1.318" U) SHEET.NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME.EXTERIOR 114"Elco UNracon Grouted CMU:(ASTM G9D) 2-112" 1-3/4" N n 171.0 Q INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL SEALINGIFLASHING STRATEGY FOR C N WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE Concrete(min.2.85 ksi) 1" 1-318" chi �, Q OF THESE INSTRUCTIONS. Concrete(min.3.35 kst) 1" 1-314" Z ILL N LL u..w0 U. 1/4"Elco 410 S.S.CreteFlex 7)SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO -Ungrouted CMU,(ASTM C-90) 2-112" 1-114" =W i UO XD o THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS.WOOD BUCKS.BY P.T.Southern Pine(SG--0.55) 1' 1-318" W- O 2 m 0: '-N OTHERS,MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE DOOR. E-Z m Q `f oma 114"Elco 1B-8 S.S.Aggre-Gator Concrete(min.3.27 ksi) 1-112" 1318" o w Y t + SIDELITE OR TRANSOM. ^> F Ungroutad CMU,(ASTM G90) 4" 1-114" o O O t L 8)DESIGN PRESSURES: 1/4"Boo Ultracon Concrete(min.2.85 ksi) 2-112" 1.318" `-Z a Z CO O A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL•TEST PRESSURE,FRAME ANALYSIS AND D GLASS PER ASTM E1300. 1/4" Elco410 S.S.GeleFlex Concrete(min.3.35 ksi 2-1/2" 13/4" Q S.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL TEST PRESSURE. •MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE.S. FRAME ANALYSIS AND GLASS,PER ASTM E1300. ® '$ OO ,aa� n B)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS - a W co CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-113y.STRESS INCREASE HAS NOT TABLE 2: U O Z BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR Where THE EVALUATION OF'ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER Type Description Used; < Z Z e;cs5 •( W DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR u0 w L 117 f CORROSION RESISTANCE. 1 13/16'(.ami.IG(1/8"T-11/16"Air-1/8"An-.090"PVB-118"An u- H N i LD 2 1-3116 Lami.IG(3116"T-516"Air-V6"An-.090"PVB-118"An) DOOf w } w } 9)ALL RIGID AND CELLULAR PVC MANUFACTURED BY VISION EXTRUSIONS,LTD.HAS BEEN 3 1-3/16 Lami.IG(118"T-9/16"Air-3116"An-.090"SG-3/16 An Z TESTED TO COMPLY WITH THE FLORIDA BUILDING CODE FOR PLASTICS. - Sidelhe& > (9 4 13116'Lami.IG 3/16"T-1/2"Air-311fi"An-.090"SG-3/18"An) 10)SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER THE FLORIDA 5 11-3116- Lemi.IG(119'T-9/16'Air-3116"An-.090"PVB-3116"An) Transom a,I.! 'sun sauas BUILDINGCODE. 6 1-3118"Lami.IG(3116"T-1/7'Air-3/1WAn-.090"PVB-3116"An) (SLT/TR) 11)REFERENCES:TEST REPORTS FTL-7393,7396,7402,7403,7404 8 7418. SG-DUPONT SENTRYGLASO INTERLAYER BY E.I.DUPONT DENEMOURS 8 C.O..INC. ; t�1 ....... GUIDE TO SHEETS: t'v Product Size OP CenlEcetlon# 1 V GENERAL NOTES.... � ` r,�I'5 '. ELEVATIONS...................................2 383!4'z 96'()0190-276.277. GLAZING DETAILS..........................3 = /, y Door 41.70 ps( DESIGN PRESSURES.....................45 _ Y (�( FRO ; 76'x 96' XX 1009 - " SIDELITE/TRANSOM ANCHORS....4-5 t�1( •,.�• SsrY Sidelheor 4,275. INSTALLATION................................6-8 •-%;•,'•- •• ` Transom 111'x 40° • Psi 1006.1007 - .................. EXTRUSION PROFILES9 PARTS LIST.............-......................10 CORNER DETAILS.......................10 ' l HARDWARE DETAILS.....................11 A.LYNN MILLER,P.E. t P.E.#58705 t i EXAMPLE CONFIGURATIONS 40' 40' MAX. 383/4' MAX. 38-314" 38-3/4' _� TYP. 37-9116' SlA8 '�+ (38.79') +-I - II �"�, 76'MV1X. ATYP. MAX, +{ I�+ MAX. —_--� WIDTH IMAX I (]L�( - �- 1'MULL I 1'MULL - -11•�-- ! t'MULL 96- C`•p�-`'� I / MAX. 93.716' HEIGHT ^ / / \• �/ MHEIGHLT (ALL DOOR CONFIGS) TYP.DOOR SLAB X XX ��OIX(SHOWN)OR XLO O_fXjO w �[ (WIDESTILESANDWIDE R/ULS, (NARROW STILES AND WIDE ] r• U) 40'MAX.GLASS 40"MAX.GLASS SHOWN ON SIDELITE� RAILS SHOWN ON SIDELITES) O TYPES 3 8 4, TYPES 3 8 4, O DETAIL 36'MAX.GLASS 36'MAX.GLASS rf HORIZONTAL _ 38-314' }It, ^ o;np o 0 HEET!! TYPES 6&8, I TYPES 5 B 6, I MULLION I MAX1 0 m 04 LENGTHO J 00 Z LL 'n u- w LL 40• I 40" / / U U X N O 76"MAX. MAX. -+-'I "�� MAX. -+ // // N Z O 0 v D' ory ��y TYP. i 99.718 106-1/16' I TYP. + W m O —r�}I•��— 1'MULL(X2) MAX. I MAX. 1'MULL / 0 O ,d• J T I OLO DLO _r__._ O Z d Z co z LL i I 1 Z 0 O / \ % 111' 111" I Q Q N / \ Ix MAX. MAX V MULL HEIGHT // HEIGHT ,-- %• © g 00 (D Wogs OR LL WIDTH I// OR WIDTH /� N ULLION / VERTICAL �� = 0 0 Z �^ �j LIENGTH / /, / ¢ W W LL J b l R \ / \ Z i 01)()(10 SINGLE 0 SINGLE O 010(ADDITIONAL MULLED (WIDE STILES AND WIDE (WIDE STILES AND WIDE LNARROW STILES AND NARROW _LITES ALLOWED) �••,.�, ���•„•(��� �' RAILS SHOWN ON 1j99jES), RA(_L_S_SHOWNON S_IDE_L.fTES) RAILS SHOWN ON SIDELITES) (WIDE STILES AND NARROW 010 WITH O/X WITH �'�'.•';�='`"' ••.;r%. RAILS SHOWN ON SIDEIII HORIZONTAL HORIZONTAL MULLION MULLION _ (WIDE STILES AND. (NARROW STILESw NOTES: WIDE RAILS SHOWN AND NARROW ON SIDELRE 8 ' 1)SINGLE DOORS MAY BE LEFT OR RIGHT-HANDED. RAILS SHOWN ON ,-',)'•, __„;.�Cir ,.•••` t 2)MULLIONS SHOWN ARE STANDARD 1'FRENCH DOOR MULLIONS PER THIS NOA. TRANSOM TRANSOM) - 3)MULLED CONFIGURATIONS NOT SHOWN MAY BE POSSIBLE USING OTHER MULLION TYPES.SEE SEPARATE NOA. '`1J;.•' `'I C"'�O'�••``v 4)FRENCH DOOR MULLION IS LIMITED TO 96'IN VERTICAL APPLICATIONS AND 40'IN HORIZONTAL APPLICATIONS. 5)NARROW OR WIDE STILES AND RAILS MAYBE MIXED WITHIN THE SAME SLTfrR OR MULLED ASSEMBLY. �'-'J,I'`-'' I 6)ADDITIONAL CONFIGURATIONS USING THE 1"FRENCH DOOR MULLION ARE POSSIBLE.USE THE ABOVE DRAWINGS AS A.LYNN MILLER, P.E. A REFERENCE FOR SIZE LIMITATIONS. P.E.#56705 j j DOOR SIDELITE&TRANSOM GLAZING DETAILS GLAZING DETAILS 1-3116'NOM. _ 1-3118'NOM. _ 13/16'NOM. GLASS STACK GLASS STACK GLASS STACK � _ GLASS STACK GLASS STACK I �— GLASS STACK 5116'LAMINATED 7116'LAMINATED 7/16'LAMINATED I -1/8'ANNEALED GLASS 1 t 3116'ANNEALED GLASS —3116'ANNEALED GLASS 11/18'AIRSPACE (� .090•DUPONT 9/16'AIRSPACE I tf2'AIRSPACE I 090°DUPONT SG l `l I 090'DUPONT SG I = BUTACITE PVB ��• 1/8'TEMPERED GLASS '118'ANNEALED GLASS 118'TEMPERED GLASSI•—3116'ANNEALED GLASS 3116'TEMPERED GLASS,, .4..-.3/16'ANNEALED GLASS i I I . I ; I rq 14 I 14 111161I "Q5 /I n6' nnns• \ / DUBS BttE I I GLASS BRE GLASS BrtE c ! 3� U n _ EXTERIOR 42 i EXTERIOR/39 40 , EXTERIOR 39 40 / ;q� Qn�`` i 139 4 J �J `� a cn t 1 41 / 41f Y n n aloo O ,n 0 N N v1 o f N J o -ce D- Z LL In LL m LL LLF U() GLASS TYPE 1 i GLASS TYPE 3 GLASS TYPE 4 xDO o FZ q Er �A a Lu O t E I o> OO J �z CL °i NLL j 13/16'NOM. 1.3116'NOM. 13116'NOM. — __ Q co ' GLASS STACK I 5116'LAMINATED GLASS STACK 7H6'LAMINATED GLASS STACK I 7/16'LAMINATED it —`� GLASS STACK I j IGLASS STACK i •� -- GLASS STACK ® 0 I"D1IS 1418'ANNEALED GLASS I �1 is 3116'ANNEALED GLASS �3118'ANNEALED GLASS rz•' U F Z 518'AIRSPACE. • ( .090'DUPONT 9116'AIRSPACE IJ �f .090'DUPONT 112*AIRSPACE .090'DUPONT Z W BUTACITE PVB ~•• • •-'`BUTACITE PVB i 1----BUTACITE PVB a W o • I ~ I I O W _Z N I 3116'TEMPERED GLASS.� I �• '-118'ANNEALED GLASS 1 I \ 3116'ANNEALED GLASS • 3116'ANNEALED GLASS J N N j 1/H'TEMPERED GLASS 3116'TEMPERED CLASS, �1 Q14 Z LL GLASS BSB i� nn6• CLASS BITE I i RE /I I GLASS WE C. C — a f EXTERIOR ^� EXTERIOR/^ �'-� EX R��� 421 •'.�' 99/40—/ / 4� I fit, `g 40 42) 39 40_ �J tiJ 1 GLASS TYPE 2 �... 5 GLASS TYPE 5 GLASS TYPE 6 ' ;.oI'.� '.•; .; i .�'�.`''-•-, { A.LYNN MILLER,P.E. SG=DUPONT SENTRYGLAS®INTERLAYER BY E.I.DUPONT DENEMOURS 8 CO.,INC. P.E.N 58705 I i SINGLE DOOR DOUBLE DOOR SIDELITE-TO-SIDELITE SIDELITE-TO-DOOR INSTALLATION INSTALLATION MULLION INSTALLATION MULLION INSTALLATION N (XX) 4"O.C.MIN.. (010,01010,ETC.) (XIO,01K XIX,OIX10,X10K OIXXIO,ETC) SEE TABLE 4, SEE MULLION CLUSTER SEE MULLION CLUSTER 4'MAX. l"MAX. THIS SHEET, ASTRAGAL FOR QUANTITY, DETAIL BELOW DETAIL BELOW CLUSTER SEE TABLE 1, ATTACH DOORS AND 9-IQ* 9"MAX. itz' SHEET I FOR SIDELfTES TO THE TYPE MAX MAX.. MULLION AS PER CENTERED BETWEEN THE INSTRUCTION OF THE INDIVIDUAL CENTERED ANCHORS DOOR OR SIDELITE BETWEEN—)1.7 CENTERED HINGES i BETWEEN EEj HINGES 96'MAX SEE' TABLES MULLION NOTE 1; S v/0 NOTE 12*O.C. VERTICAL LENGTH IN CENTERED MAX. CENTERED DESIGN PRESSURE VERTICAL BETWEEN-y' BETWEEN APPLICATIONS 1SEE HINGES HINGES /, i t i \ ; _;NOTE1 CENTERED BETWEEN 31�47 ,I SIDELITE JSIDELITE SIDEL TE I IZ \, I/ L _J 10-112' L (r MAX.ANCHORS DOOR MAX I ANCHOR REQUIREMENTS ANCHOR REQUIREMENTS y I ANCHOR REQUIR� __T ANCHOR REQUIREMENTS SAME AS HEAD > SAME AS HEAD SAME AS HEAD SAME AS HEAD 0 MAX yam.ASTRAGAL) MAX MULLION 0 ............ C, WE TABLE 4'. 4"O.C.MIN. 4"O.C.MIN. 4"O.C.MIN. 4*� 45 CL XX poor:Astra a)Cluster Anchors Required i [L LL _�.IGN PRESSURE it t f i '3 `2i 4"D.C.MIN. rl I z If R ul 0 Head&SIR SEE TABLE 6, C) R - I i 1 11 1 , , SEE TABLE 8 til u x L/) Door Width(in) THIS ff - 0 M 10 Cr +1.60.0 PSF Glass IS SHEET, THIS SHEET, _ I.- FORANCHOR FOR ANCHOR C�0 �)Z 48 60 72 DOOR -T...IS, 1 76 SIDE- SIDE- SIDE. r7 I — 0 • LITE QUANTITY SEE LITE QUANTITY,SEE 0 0 LITE TABLE 1,i�EET TABLE 1.SHEET 11 1 Q.Z fn r m L I FOR TYPE LL I FOR TYPE 0 < 0 A <(0 2 e 4 5 4 60 4 4 -.0 - FOR-OIXXIO- 9 w W"is 6 Loom:Sxfolaefrmmm VWJM AND SIMILAR 9 24 32 3"14 40 CONFIGURATIONS 1! t- 1.11EUIE"" gi SIDE- LITE SID E• CONTAININGA x U to z tl Ul army { Mabo to DOUBLEDOOR w TRANSOM-TO-DOOR(X(0)OR TRANSOM-TO-SIDELITE(0/0) z (m) 0 (XX),USE 8 ONLY HALF OF MULLION ATTACHMENT&INSTALLATION Coor -WA WA THE FRAME z 1. la_ WA 2 1 1 2 1 2 1 1 3 ATTACH DOORS, LTIM 1 2 1 1 2 � 2 WIDTH OFTHE u SIDELITE 1 2 DOUBLE DOOR z w TRANSOMS TO 3 2 _w r. PA_ WHEN USING' PER rK.— 3 3 2 MULLION AS THE 7 2 THIS TABLE. THE INSTRUCTION t"MULLION �I t I:I OF THE INDIVIDUAL TRANSOM' INSTRUCTION T HORIZONTAL .0ORH,.. PRODUCT E IAMBS OF ALL HEIGHTS TO ALWAYS BE ANCHORED WITH SIX ANCHORS.SEE TABLE 1.SHEET I FOR M MULLION :...� ALL APPROVED ANCHORS.FOUR OF THE SIX ANCHORS MUST BE INSTALLED THROUGH THE HINGES,ONE AT EACH IONS APPLICAT HINGE LOCATION(RECOMMENDED#10 FLATHEAD SMS OR 3116-FLATHEAD ULTRACON FOR EACH HINGE ANCHOR). 4.- A L LWAYS REQUIRE 2)FOR A MULLED UNIT,DETERMINE THE DESIGN PRESSURE OF EACH COMPONENT IN THAT CONFIGURATION.FOR TABLE 7: TWO(2)ANCHORS EXAMPLE.ON AN'.y4O-CONFIGURATION,THE OP FOR THE DOOR,THE MULLION AND THE SIDFLITE MUST EACH Be 57 D (TYPE A-D)AT EACH HORIZONTAL MULLION 'tEtU DETERMINED.THE LOWEST DP APPLIES TO THE ENTRE ASSEMBLY. MULLION END. 7-T DESIGN PRESSURE NOTES' 1 1)SINGLE DOOR MAY BE LEFT ORR1GHT .1-70.0 PSF -HANDED. 2)MULLIONS SHOWN ARE STANDARD I-FRENCH DOOR MULLIONS, 4T MAX.MULLION LENGTH 3)MULLED CONFIGURATIONS NOT SHOWN MAY BE POSSIBLEMSING OTHER MULLION TYPES.SEE SEPARATE NOA. THE LOWEST COMPONENT OP IS TO BE THE OVERALL ASSEMBLY DP, IN HORIZONTAL APPLICATIONS 4)FRENCH DOOR MULLION IS LIMITED TO 96-IN VERTICAL APPLICATIONS AND 40'IN HORIZONTAL APPLICATIONS. 5)NARROW OR WIDE STILES AND RAILS MAY BE MIXED WITHIN THE SAME SIDELITE"ANSOM OR MULLED ASSEMBLY, A.LYNTNI MILLER.P.E. 6)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. P eg 5870 Short Side(In) - m m a O S s(A o M o Cn o N O W T w O Oz? - oN rn N Uul nm_NpW_fn/1 W((A nW(nl al ;o C) 07-0 SN u, 4'O�y o Anchor mr Ret No zWl7 aN ANAN AN +1+1 N ANGrcU A C� W (nm mm p lil �---------'-'---- w-_ ._ m� Anchor S I I� I A N A N A N A N ANAN W I 1 UN NN W N AN AN aNGroupA WO I I A N a N a N A N A N A N n eu p s W O y I i I Groups B-0 I \ I I 1 Anchor (nN ITN W N AN AN ANGIoupA NDz 1 I I Anchor W m� A N A N A N A N A N A N -,I I p I Groups B-D m W N W N W N A N A N A N n J O T N .-- Gro A ----------------'---._ [<n 4 —{ D 7J T~ m A N A N A N A N A N A N Anchor O D QT fD C =m O 0 Groups B-0 x -Ayym zm� W N W N W N N N A N A N AG,� z m�W =7�rr m Z nrhnf N N Omw•9O j [n Q A N A N A N A N A N A N Groups B-D m p m b o Antra Z WN WN WN W NNN aNGroupA N Tw �I 2 r+ T N T 1 nchM Oz� ohm IN 1 AN AN AN AN AN AN fCn yrY, Groups B-0 N�: —rl a W n '®——J A p o D p W Y Anchor a l o0 1 ry p-r9 m + •m� ( N aW� W N W N W N tr N N N a N _ O Group I W __--__yN__� mm O W (y} Z . A N A N A N A N A N A N Groups B-0 N l N N I � 0 r l -------------- -- Q D WN W N WN W N Group }p1 I t 1 1 GTPA ANAN A N A N A N A N Anchor ? N =O(D ; Groups B-0 $ I I I I ` nchor v 3 O N WN WNWN WNNN Group m a y?z I I 1 n m I I tT N(T N N N U N N N lT N Anchor Getups B-0 O •i 1 mo J .------------------ r-t Anchor V N V N W N W N W N W N Group A c: m = 0TN c�yW N N N N W N to N W N W N roups •� N -40 p O Groups 8-D m m c i m o o ro Fmm w V N V N V N W N W N(T N Anchor r m g GroupA p' g-'�s� m Anchor G) A W N N NlnN U N NN P Groups B-D O p-1m Ac nchor W N V N V N W"lo' W N 0 N GroA Anchor W N W N 1 N ITN W N N N Groups B-D Ancho WN WN VN VN WN WN G A DAWN -•z lo(lD OZ Gchorroups `ZyO W N N N ITI N W N!h N N N Groups Groups B-0 m' r ay9;0.. n to m N W N W N v N W N W N nCrlcr m O m N Vo m W W Z W= 2 GroupA zpzm���On $ a Anchor _ zoZNWm N N NN U N a N vIN W NGroupB Om131 Wm Imo N D O Anchor O m Z fT N N N W N N N W N W N Z? j y et y Groups C-D - Q m Anchor W N W N V N V N V N W N finch r m 0 W O Z jAnchor ofOv OZy RIps B-0 p,O N tD N W N W N V N p A Z .09m ps B-D ' 1070 TECHNOLOGY DRIVE R.,-3 P,er 2 P.nv! �J``,"••••' _'vr,t';, N.VENICE,FL 34275 r �'•. - P.O.BOX NOKOMIS,FL FL 34274 CERT.OF At ir29296 (941)480-1800 &� =.�,t�'� ' •' :;�' ;'_�VINYL FRENCH DOOR AND SLT/TR 5/7!13 m r Ir•` ....... .`` o SLTfrRANCHOR QUANTITIES o+ROSOWSKI FD-555 NTS 5 OF 11 FPA-555.1 EMBEDMENT --{�-� 114" INSTALLATION SHIM �0 OPTION 1 j INSTALLATION ANCHORS 1 EDGE ,i( I I 'I 16 INTO 2X WOOD. DISTANCE •I 1\ fib) (f L.. TYP.ANCHOR TYPE, EMBEDMENTAND ` 7� 33) 4.•_J-= \� EDGE DISTANCE PER —•• ��`� -f SUBSTRATE,SEE TABLE 1,SHEET 1. 1 ANCHOR PER HINGE i '�I(I�,I f I.U»'; '•�,�, :,.� \ +_ .--._ TO BE THROUGH - -' �' -KD SUBSTRATE.MIN.#10 FLATHEAD SMS,SEE + \�-y TABLE I,SHEET I. 72 r� ' �J EXTERIOR —1,15) 47 r48� / 531 �J a 0 1B r EXTERIOR ZX WOOD BUCKSTRIPLU nn� y i OR FRAMING,SEE DETAIL � �A V DETAIL B > NOTE 2,THIS SHEET ALSO SEE BELOW J w iii 0 _ }tiv 1»0 O u1 U 04 N D ,�j A ' Q O J N JO EMBEDMENT — ---+-I 14_ INSTALLATION =U -u.vj mLL- H„0 MAX INSTALLATION MAX. OPTION 2 w v p 2 ,h • SHIM OPTION 2 23 • SHIM 3 INSTALLATION ANCHORS F'Z m O WAO EDGE r7 1 INSTALLATION ANCHORS DISTDGE ANCE _ DIRECTLY INTO MASONRY. o> O YO J DISTANCE I IRECTLY INTO MASONRY. < �' .-Z d Z 0 LL Z O .te10 l ¢ ' 7YP.ANCHOR TYPE, i• (,I I 29TYPETYP.ANCHOR I - 1 45 i D_ (` ) 3) .EMBEDMENT 00 I EMBEOMENTAND }I AND EDGE \,) G p U)- EDGE DISTANCE PER - DISTANCE PER = Z Z SUBSTRATE,SEE ri � SUBSTRATE,SEE <• i 1__`� U TABLE 1,SHEET 1. } '� TABLE 1,SHEET 1. G; Q Z O 1 ANCHOR PER HINGE < _dJ — •jl y __-� •.< II Q TOBETHROUGH _. SUBSTRATE.MIN. I O Z 0 j Z j 3116'FLATHEAD ' " ' /` �f1 /"1 • • �4 RY•.J;,3 ULTRACON,SEE �-.25) \SJ EXTERIOR 14 15j CONCRETElCMU EXTERIOR � a.+rt u 5 j PERANCHOR TABLE 1,SHEET 1. v REQUIREMENT 17 ti`���r; L`;'F;"�.•,��,i, DETAIL f DETAILOC ALSO SEE ABOVE 1 1 INSTALLATION NOTES: r 1 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON TABLE 1,SHEET 1.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.ANY INSTALLATION OPTION SHOWN MAYBE USED ON ANY SIDE OF THE DOOR.SIDELTTE OR TRANSOM. 2)WOOD BUCKS DEPICTED ON THIS SHEET AS'1X',ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-12'.1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO '•'c=+:'��' ) MASONRY.WOOD BUCKS DEPICTED AS'2X'ARE 1-10 THICK OR GREATER.INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. 3)FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE FRAME OF THE DOOR,SIDELITE OR TRANSOM. 4)IF APPLICABLE.LOWEST DESIGN PRESSURE FROM DOOR,SIDELITE,TRANSOM OR MULLION APPLIES TO THE WHOLE SYSTEM. A.LYNN MILLER,P.E. P.E,N 56705 F i i } TYP.ANCHOR TYPE, _EMBEDMENT AND EDGE INSTALLATION s % DISTANCE PER SUBSTRATE, OPTION 4 114' SEE TABLE 1,SHEET 1. INSTALLATION ANCHORS MAX' •—`-� -�•/ DIRECTLY INTO METASHIM L_ £DGE is ,� 1 ANCHOR PER HINGE 70 BE ( DISTANCE i r THROUGH SUBSTRATE.MIN. t t <^Ts H10 FLATHEAD SMS WRH �1 ` MIN.3 THREADS BEYOND POOR {fi7 's j e METAL SUBSTRATE.` VISIBLE LIGHT TYP.ANCHOR WIDTHM ITYPE,EMBEDMENTTANDEDGE lDISTANCE FER - .....-_......._. ti SUBSTRATE,SEE TABLE 1,SHEET 1, EXTERIOR �."•'�,_. EXTERIOR 1`FRENCH DOOR MULLION 1B DETAIL D 1 w J t APPROVED MULLION(SEE SEPERATE APPROVALl ALUMINUM,STEEL FRAMING , Y DETAILq-, ORSTEELSTUD.SEE .�- Co nar SUBSTRATE PROPERTIES, 1 INSTALLATION OPTION 3 - -- DOOR FRAME WIDTH — TABLE B,THIs SHEET O INSTALLATION ANCHORS THROUGH --_—~S }" �. n14; ui i 1X SUCKSTRIP INTO MASONRY. 0 N N a { EMBEDMENT TYP.ANCHOTYPE, 0"'I N-.' o 'j-- Z ^tL rg rvu • 14 R EMBEDM TAND EDGE DILL STANCE PER _ SN M '23 �j-p -(+18 j U U X o EDGE SUBSTRATE,SEE 10 W 5; 0 M DISTANCE 'e• --_ TABLE 1,SHEET 1. r-- """^ oco 0 0: • 'oNN l I-!y r` O 0 v h —L16 J az m U) ' c TYPE, •/.�/ r!r Ii�y I 29 •. LTID" ! ""� ° 0Z w00 TYP.ANCHOR L EMBED3W4O AND EDGE 0 DISTANCE LL'a.u ; i �. 4,. --7---•-•- N PER U Z Z SUBSTRATE, { j 1 1 ...r _..�� ¢ W oro.5 l SEE TABLE 1, „ �, SHEET 1. 1 .� U. < In CONCRETEICMU 3$ EXTERIOR L� r-I U 2 PERANCHOR '-J n 35, � e~ Z i.}.�� "%z sauas BUCKSTRIP, REQUIREMENT IX WOOD V �7 - DETAILI F♦1 ,i._• SEE NOTE 2. SIOELITE/TRANSOM FRAME MOTH THIS SHEET. DETAIL; INSTALLATION NOTES: _ Y 1)USE ONLY THE DOOR. OR ANCHORS LISTED ON TABLE 1,SHEET.1.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.ANY INSTALLATION OPTION SHOWN MAYBE USED ON O ANY SIDE OF THE DOOR,SIDELiTE OR TRANSOM. •• � +� ,�,:�S :'•,'`J C, 2)WOOD BUCKS DEPICTED ON THIS SHEET AS`1X',ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1.12'.iX WO00 BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO 's~; MASONRY.WO00 BUCKS DEPICTED AS2XARE 1-112"THICK OR GREATER,INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE '�,;`�,�'--;�`.'t:'•• s u"•' AUTHORITY HAVING JURISDICTION. 61L;� 3)FOR ATTACHMENT TO METAL;THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE FRAME OF THE DOOR,SIDEATE OR TRANSOM. '`,"" •�' "tJltfll" j 4)IF APPLICABLE,LOWEST DESIGN PRESSURE FROM DOOR,SIDEUTE.TRANSOM OR MULLION APPLIES TO THE WHOLE SYSTEM. A LYNN MILLER,P.E. f P.E.#58705 s INSTALLATION OPTION 3 INSTALLATION OPTION 3 NSTALLATION ANCHORS THROUGH INSTALLATION ANCHORS THROUGH UCKSTRIP INTO MASONRY. _ _�� EDGE 1X BUCKSTRIP INTO MASONRY. EDGE I i i DISTANCE DISTANCE ' II l s 2X WOOD CONCRETE •. BUCKSTRIP ,6 PER ANCHOR , - OR FRAMING, `�—� �`._- j 36 _ SEE NOTE 2," EMBEDMENT C? ' �/ REQUIREMENT , EMBEDMENT THIS SHEET- -^\ - �- j a 1X WOOD �•'-'-�_., � 1X WOOD BUCKSTRIP,SEE BUCKSTRIP.SEE !J NOTE 2,THIS SHEET, i J \ NOTE 2.THIS SHEET. 114'MAX SHIM M `-T,•I ! _�- 14'MAX SHIM 17` � -_-- j 25 TYP.ANCHOR __I TYP.ANCHOR v+ TYPE,EMBEDMENT j TYPE.EMBEDMENT I AND EDGE ( \II- AND EDGE n 29 DISTANCE PER DISTANCE PER n TYP.ANCHOR I SUBSTRATE,SEE I1 \ TABLE 1.TE.SEE SHEET1 a \�J TYPE,EMBEDMENT ! i TABLE 1,SHEET i. ! v TABLE 1.SHEET 1. AND EDGE DISTANCEPER ' I W y ! SUBSTRATE.SEE ^ i { TABLE I.SHEET 1. I I •`• 0 O -�a 4 O I i f I DETAILU C� S z o N 1-t L EXTERIOR DETAIL`K> _5J N J o� ,1p d j 33 r I Z LL 04 LL LL U SIDELITE/ W Z 02 co �N TRANSOM o W 07 O sA� DOOR .14 15 \j WINDOW FRAME o> O YO v j VISIBLE LIGHT VISIBLE LIGHT HEIGHT .-Z d Z °: N LL • DETAIL / -'�. HEIGHT(DLO) ! -1 HEIGHT(OLD) ❑ O Z co DOORFME O 1� l `& OIo375 L 33 � ip HEIGHT j ❑ M U) EXTERIOR Z t Z O o yS INSTALLATION NOTES: f i It J 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON EXTERIOR I DETAIL I I j DETAILG� LL TABLE 1,SHEET 1.FOLLOW EMBEDMENT AND EDGE DISTANCE j .J Q L LIMITS.ANY INSTALLATION OPTION SHOWN MAY BE USED ON I I �' ' INSTALLATION 1 I TYP.ANCHOR U j Z ANY SIDE OF THE DOOR,SIDELITE OR TRANSOM. TYPE,EMBEDMENT r ! OPTION 2 AND EDGE 2)WOOD BUCKS DEPICTED ON THIS SHEET AS'1X'.ARE I ' E INSTALLATION I a DISTANCE PER ,; •,. i BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-112•.1X INSTALLATIONi ANCHORS DIRECTLY 1 SUBSTRATE,SEE WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED OPTIONT ! TYP.ANCHOR INTO MASONRY. i .i �) TABLE I,SHEET 1. -�L�,.',,.••i' ••. �<}�i, j DIRECTLY TO MASONRY.WOOD BUCKS DEPICTED AS'2X'ARE INSTALLATION ANCHORS 1( TYPE,EMBEDMENT �I _ _: •�.`G�"�!"' ! 1.112'THICK OR GREATER.INSTALLATION TO THE SUBSTRATE INTO 2X WOOD. L �1 AND EDGE l3. 1/4`MAX.SHIM OR ••.' OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS 2q s 1 1 DISTANCE PER 3.4 KSI NON-SHRINK, ;4„; APPROVED BY THE AUTHORITY HAVING JURISDICTION. �� - N �- SUBSTRATE,SEE k u NON-METALLIC 3)FOR ATTACHMENT TO METAL:THE STRUCTURAL MEM13ER u OM� TABLE 1,SHEET 1. GROUT-FULL o r l�_JJ SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE 7.1 LENGTHFRAME OF THE DOOR.SIDEIITE OR TRANSOM. FULL LENGTH 114'MAX-SHI 14)IF APPLICABLE,LOWEST DESIGN PRESSURE FROM DOOR, - i SIDELITE,TRANSOM OR MULLION APPLIES TO THE WHOLE --- EMBEDMENT � - . '•'' EMBEDMENT CONCRETE PER SYSTEM. 2X WOOD BUCKSTRIP ``�r--J •r ) "-1 t,�•�. ANCHOR ° ___t 'r l:r i!t;t r'•'' I OR FRAMING.SEE .---�� ;__:�„r'- �� + REQUIREMENT •. I NOTE 2.THIS SHEET -- EDGE DISTANCE -- -—•--►I A.LYNN MILLER P.E. EDGE DISTANCE --�---►{ P.E. 5870.5 2.281' 4.56Y 4,922' 3.925- .582' .457" .5W .312* 1.000* 13 E3 SIDELITEADAPTER #20003,Rigid PVC FRAME HEAD&JAMB I FRAME SILL PANEL RAIL&STILE #20000,Cellular PVC G)#20001,Rigid PVC #20002,Cellular PVC 3.079' ......... 1.503" . J.— 1.09r 1.500" ...{ f^"/- 2.148' .761• -T X4- 3.5CA .080T, -- I* .276• 4.S61* 01 -Z7 080" 3.518" 'low 08T 3.518" . 3.513' .080. 080* 3,918* 0 N c1q- rn o C04, co, z U)�LL (D .075' = - . - 0 x L13 6 HINGE STILELU1 0:E 10 l co 0 'T om!7 5 wr 1.075' ci 0 REINFORCEMENT #20013,6063-T6 Q REINFORCEMENT TOP&BOTTOM RAIL PANEL STILE ACTIVE INACTIVE 1"FRENCH nc�z 7 REINFORCEMENT ASTRAGAL c) LL 0 ASTRAGAL. DOOR MULLION z #20014,6063-T6 #20015,6063-T6 (�)420016,606346 G10017,6063-T6 < #20022,6063-T6 1.140" 1.140, 0 X 1,450* 1.258* 0 .07S" ow 343- X 610* .375" .773"�ar=�oW = -R - z z kw Aw. ,W-. wo. w INACTIVE BEVELED 0 X - EE FRAME SCREW ADD-0 V MULLION U. CT 14' BEAD G 9 -j VER 15 PE—AD COVER FIFI—FLANNGE CAP ASTRAGAL COVER 313 .ASTRAGAL ACTIVE 8 8 8 C,ID :1 D9 z ;7< #20004,Rigid PVC #2000$,Rigid PVC #20006,Rigid PVC 920007,Rigid PVC #2008,—Rigid PVC 8920009, PVC -F2001 1.Rigid PVC 1.012- 632, 2265- 540"r- 935' .386- .93T g .500, n. .723' .060' _.1 -T .047" 5537-15 450, f .062* lgi* .063* .200' SINGLE DOOR ANCHOR THRESHOLD HINGETRIM @20)4STRAGAL COVER 2@2 SILL CAP 2@3 PLATE 24 CAP 25 DRIP CAP COVER @) #20012,Rigid PVC #19009.Rigid PVC #19031,6063-T6 #20020,6063-T6 #20021,6063-T6 (SO20023,Rigid PVC • ...........�,v A.LYNN MILLER,PE 587E......j i TABLE 10: � l DOOR HEAD / # PGT Part# DewApdon Material _�.3` 55 91 1 I 20000 Doors SidelitefTransom Marn Frame Cellular PVC DOOR PANEL HEAD 2 ' 20001 Doan Frame Sill Rigid PVC C1 0 8 19) 3' 20002 Panel Stile 8 Rail Cellular PVC 3 4 1 20003 Sidelite Adapter Rigid PVC 6 S 20013 Hinge Stile Rainfarcerrlem Alum.,6063-T6 - 6 20014 Panel Rail Reinforcement Alum.,6063-16 1 } i 7 20015 Panel Stile ReinbreemeM Alum.,6083-16 -; 28 8' 20016 Acthe Astragal Rigid PVC .9 20017 Ihxthe Astragal Rigid PVC J—� o /' C�� 2� I 10 20022 1"French Door Mullion Alum.,6053.76 ` 13, 20004 Inacti%e Astre�l Coyer Rigid PVC 14 20005 1-1116"Seel Bead Rigid PVC \3 1520006 1-1116"Ogee Bead Rigid PVC d 16 20007 Screw Cater Rigid PVC 17 20005 Add on Fin/Flange Rigid PVC DOOR C' 1 18' 20009 V Mullion Cap Rigid PVC 19 20011 ActKeAstrdqaJ Cover Rigid PVC JAMB 20I 20012 Si le Door Ast Corer Rigid PVC / n 22 20018 Sill Screw Co%er Rigid PVC �' z j 23 19031 Anchor Plate Alum..6053-T6 24 1 20020 Myeshold Coyer Alum.,6063.76 351 67 251 20021 Drip Cap Rigid PVC j LU Cl) 26 1 2oo2a Hinge Trim Coer Rigid PVC —�26 / DOOR PANEL �' oo j 28'' Fin Weatherstri 29 O 167V3 Frame Weatherstrip 70 ,.-• HINGE STILE _ 31 1714FPT41DAN Frame-Io-Wide Slab Screw.#14 X 1-1fZ'Phil.FH Stainless Steel J .• }~ `rt � DOOR PANEL 32 7S101X Frama•to-Narrow Slab Screw.#10 X 1"Phil.FH Stainless Steel O rn cgi o Q 33 78X1 FPT410 Reinforcement Screw.#8X1"Phil.FH Stainless Steel -®: /• LOCK STILE I g JCN 0 Ra 0. 34 710X2FPAX Frame Assembly Screw.#10 X2 Phil.FH Stainless Steel ,0 / Z LL to LL tD °Ja LL I 35 714FPT410)AN W-W SlabAssembly Screw:#14 X 1-112"Ph1 FH Stainless Steel /� / U U X o 36 I 7S101X N•N SlabAssembly Screw.#10 X 1"Phil.FH Stainless Steel / UJI m 37 71420X225 N-W Slab Assembly Screw.#14 X2.1/4"Phil.FH Stainless Steel ® o~W m Y C 39 DumSeal Spacer ° (33)—, '" \ > O rn -'r INSTALLATION 40 82689 Su rS Z (_Z U) g 41 720026 Selling Block, Duro.=0.5+1.5 EPDM ANCHOR Z O LL 7t) 'F� m O 42 Backbedd' .Dvv-995 or GE-7700 Silicone _ J'-�,. Of Z I 43. Argon Gas INTERIOR 44 i 6HL5140 Hot Melt Butyl / O Q 7.ao t5 ' 47-73 sea Hardware BOM,Table 9,Sheet 12 � 72) � Lo � 90 20033 Inactie Astragal Cap Acetal 91 20035 Act'ne Astragal Cap Acetal ` `37 r U LU Z 1 `3 0 W a,009 LL DOOR 1,l / z U JAMB <� I -291 v Z 0 LL 3 > U DAYLITE OPENING(DLO)SIZES 24 l WHEN USING PART#3:(WIDE RAILS OR STILES) / 2 \ • 111" �+' %•- XDOOR FRAME HEIGHT-12.1=DLO HEIGHT / SIDELIEfrRANSOM�-' ..��' oto j.�,ti,�+ ,�'�• , X DOOR FRAME WIDTH-12.3=DLO WIDTH. ' (XX DOOR FRAME HEIGHT)-12.1=DLO HEIGHT -1•\• 'U`"='" ••,��"�' I / JAMB W)NARROW �> •.':�';, ! (XX DOOR FRAME WIDTH 12)-11.5=DLO WIDTH /• FRAME "•' SLTRR FRAME HEIGHT-12.1=DLO HEIGHT SLTITR FRAME WIDTH-12.1=DLO WIDTH - DOOR I g 1—,_ // �t, •T'J" WHEN USING PART#4:(NARROW RAILS OR STILES) i SLT?R FRAME HEIGHT-4.9=DLO HEIGHT o SILL SLTRR FRAME WIDTH-4.9=DLO WIDTH 000lll SIDELITE/TRANSOM ',i�i1;" •'D r j 0-15- SILL W)WIDEFRAME `''r;•,,;;,;�•'' f (HEAD SIMILAR) A.LYNN MILLER.P.E. j �J P.E.#5870.5 I ' HARDWARE DETAILS&LOCATIONS 52. 53,55 47.49 62,63 =\ \6.J ! ^( 67 �.- / � \7�/ EQUALLY- �J / SPACED 67 � j 47-49 EQUALLY- SPACED f� \ \ 71 :- / W >� \ \ / 0 U) 44'O.C. �} 'C x;c0 p i. EQUALLY-SPACED \ MAX.. \ / C7 N } \ \ / O Z LL w .c a LL Sl rj 10"O.C. ! o U V X D o '0 C. OC. \ MAK \ 2 Co FW-W m O t seg^ 1 MArrX. 70.731.-� ° .-�7 3 > O p T ' "X"CONFIGURATION "XX"CONFIGURATION ��J o Z a Z Z m u a TABLE 12: O ~ # PGT Part# Description Material W 7-77s 47 666032701 P3000 3•PT Rhino Lock(6'8") HINGE DETAIL: ® _ F- _ (0 48 666032702 P3D00 3-PT Rhino Lock(over 6'8") 5 z W a�o>ti 49 71032MFPFX Rhino Lock Screw:10-32 X 1"Phil.FH a W ,'a S Stainless Steel O E. Z 52 20027 Adjustable Strike Plate Assembly 53 20028 Center Strike Plate Assembly Stainless Steel w } O 03 CI 54 7S1OtX Strike Plate Screw,()):#10 X 1"Phil.FH 410 S.S. I Q zU.1 LL 410 S.S. 55 78X72PFHUX Strike Plate Screw,(M:48 X 112"Phil.FH II > p 0 q��1 ;.s caua5 60 7581202 Flush Bolt(p9 61 7803725 Flush Bolt Rod OCC) 4" 62 420034 Flush Bolt Guides(MQo QQ �- ! 63 7832X12FP)QP Flush Bolt Screw:832 X 112"Phil.FH - ••,` 64 48033N Guide Pin()09 65 78036 Flush Bolt Strike Plate OO9 Stainless Steel 66 7832X12FPXP Flush Bolt Strike Plate Screw,(M:98 X314"Phil.FH 410 S.S. 67 varies Handle/Lever _,_,. 4" —_ =�,• �i �o r" s 68 varies jDummy Handlell-ever f S 70 20025 Boli Hinge Stainless Steel --070) 71 71032X1 FPFX Hinge,Slab Screw.#1032 X 1"Phil FH Stainless Steel 72 78101X Hinge,Frame Screw.#10 X 1"Phil.FH Stainless Steel A.LYNN MILLER,P.E. P.E.#58705