The URL can be used to link to this page

Home My WebLink AboutProduct Approval 1/25/2016 Florida Building Code Online �TM F MrLr g, Hor'da[;epnr2ertq BCIS Home ! Log In ! User Registration Hot Topics Submit Surcharge Stats&Facts Publications i FBC Staff BCIS Site Map Links i Search Busines "A ProductApproval Profess nal USER:Public User Regulation Product Approval Menu>Product or Application Search>Arplication List>Application Detall FL# FL239-R22 `�'""l 2 W Application Type Revision Code Version 2014 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive North Venice, FL 34275 (941) 486-0100 Ext 22318 druark@pgtindustries.com Authorized Signature ]ens Rosowski jrosowski@pgtindustries.com Technical Representative ]ens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941) 486-0100 Ext 21140 jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory 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:/twww.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDquSIBu8CAEmBE7OC31VX3PG4GLkskJxs Es%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.odf 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: 239.2SH - 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.odf proved-ftrrwsire�_v* We HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 01/08/2019 Desirn 99re.• /A Installation Instructions Other. Please see Miami-Dade County Notice of Acceptance FL239 R22 11 15-0612.12b.ndf (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.cdf 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.pdf (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 - 80 1(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.ndf 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 I'L239 R22 II 15-0609.03 SM.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 https://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDquSlBu8CAEniBE7OC31VX3PG4GLkskJxsEs%3d 2/3 i M IAM I'QQDE 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 P(786)315-2599 N -.�'–O–W--� CEPTANCE NOA w%vw.miamidade.Qov/eeonomy 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 diaag�kle Higla�Vloc, JJ�arrlc7nuP- DESCRIPTION-. Series"SII-500 Vinyl"White PVC Single Hung Window—L.M.I. APPROVAL DOCUMENT: 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., 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 ABELING: 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. IlRMINATION 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 sliall be available for inspection at the job site at the request of the Building Official. This NOA revises NOAH 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 rnaM�ONE cour�n � Expiration Date: January 08,2019 3 r jrj Approval Date: July 23 2015 1 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.B. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4)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 20294 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 structural analysis,complying with FBC-51h 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 A.SS[TIZAIVCE_.,---------------...------ --------------------- ----------------------- 1. Miami-Dade Department of Regulatory and Economic Resources(RER). Manu Per ,P.C. Product Contr 1 E miner NOA No. 5-0612.12 Expiration Date: January 08,2019 Approval Date: July 232015 I PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED I I E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc. for their "Kararay 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-51"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 Hung Window-L.M.I."approved on 11/14/13 and expiring on 01/08/19. aw Manuel Perez, . Product Control Exa Zia& 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 1 A.3/4'LAMI I.G.GLASS COMPRISED OF(1)LITE OF 1/8"TEMPERED OR ANNEALED GLASS, AIRSPACE AND 5116"LAMINATED GLASS WHICH IS COMPRISED ELEVATIONS............................................2 OF(2)CITES OF 118-ANNEALED GLASS WITH AN.090 INTERLAYER OF BUITACITE(51,Vs BY KURARAY AMERICA,INC. GLAZING DETAILS...................................3 B.7/8"LAMI I.G.GLASS COMPRISED OF(1)LITE OF 1/8"TEMPERED OR ANNEALED GL SS, AIRSPACE AND 6116"LAMINATED GLASS WHICH Is COMPRISED GLAZING DETAILS...................................4 OF(2)LITES OF 1/8'ANNEALED GLASS WITH AN.090 INTERLAYER OF BUITACITE 4VB BY KURARAY AMERICA,INC. SECTIONS,I.F.FRAME............................5 ISECTIONS,BOX FRAME.........................6 2.CONFIGURATIONS:III AND PROVIEW PARTS LIST............... ................ 7 EXTRUSIONS. 6 3.DESIGN PRESSURES:+601-70 P F(Ml0S TYPES LISTED ABOVE) A ANCHORAGE 80X FRAME...9 ANCHORAGE DETAILS,'BOX FRAME 10 A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E MO. ANCHORAGE DETAILS,I.F.FRAME, I I S.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 331/30/°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 REOU IREMENTS 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. 1 A 6.REFERENCES:TEST REPORTS FTL-5710. ANSIIAF&PA NOS FOR WOOD CONSTRUCTION ADM ALUMINUMDESIGN 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 w complying with tho Florida • A5`o,dii',!Code 1D I -OF0212 El jrm'7 t�finni Product Co R—d or. SC " . 1 NOTEOLOCK , ,t 011ti GENERAL NOTES "0 FLOR D.G. N.VENICE,FL34276 ...... 9r i Vinyl Single Hung Window,Large Missile Impact 2010179CUPDATE P.O.89X$520 /1" -NO CHANGE THIS SHEET f0701ECHNOLOGY DRIVE SION v—or JJ 1-:11, M VENICE,PL 34274 A.LYNN'94ILL911N,P.E. D.G. B/07roBFLrOAM2% NTS 1—, n 11 5191-1 D FL P.E.9 58705 i i I 52 118"MAX. 55 3/8"FRAME O.D. 48"FIXED WIDTH DLO 521/8"MAX. I 48"FIXED WIDTH DLO 8, SEE SHEET 9 5" 41/8"D.C. MAX. FOR ANCHORAGE REQUIREMENTS MAX. TYP. MAX.TYP. f - I MAX. I ` 33 3/4" j� 33 3/4" FIXED FIXED HEIGHT DLO //` HEIGHT DLO 75" r 75" MAX. MAX. A I2 w O w 10" 781/4" =U W MAX, FRAME w O.D. inp� LL ! i 33 33 SASHSH SASH HEIGHT DLO HEIGHT DLO I j X X PRODUCrREVISED as complying rvlth tho Florid¢ Building Cade ,r2-D( 112 Ampla tm No 6" • B. inti. Dale j 2114" t.3Y. MAX. 4 45 3/4"SASH WIDTH DLO MAX• Alined .dopnidnct nh TYP. BOX FRAME INTEGRAL FIN MAX.SIZE 552.125"X 75" MAX.SIZE=52.125"X 75" YNN NOTE: f No.58705 `=_ 1.FOR BOX FRAME SECTS S IONEE SHEET 6 AND ANCHORAGE INFORMATION SEE SHEETS 9 AND 10. - 2.FOR INTEGRAL FIN FRAME SECTIONS SEE SHEET 5 AND ANCHORAGE INFORMATION SEE SHEETI I. SO !�71ff ftlS R D F NO CHANGES THIS SHEET .« �5 . ,�' R"�`''*- f07tl TECHNOLOGY ORIVE ELEVATIONS Q��• S ` O.G. ROB B ADDED IO'MAX.OIMENSIONTO SOXFRAMEELEVATION N.VENICE,FL 3Qr' torr. tC` '•.!'LORIDa,•'•�i�� "°"`""` P Vin l Sin /e Hun Window,Lar a MissileIm actj �JJ C NO CHANGETHIS SHEET P.O.BOX 1629 t, ONA1- ,t."tw I N.VENICCFL3427a Ytsi6/yBert,:r Bi111v0et eo11' a'"` °iYpM' "'" A,LYfftMI4.LE13,P.E. D.G. 08107108L SH500 NTS 2 ft 5191-1 D FL P.E.#58705 I I I 3/4"OVERALL GLASS NOMINAL —3/4"OVERALL GLASS NOMINAL —5/16"LAM)GLASS NOMINAL —5/16"LAMI GLASS NOMINAL ll8-ANNEALED 1/8"ANNEALED GLASS GLASS AIRSPACE .090'BUTACITE 0 AIRSPACE .090"BUTACITE 1/8't EMPERED OR 118"TEMPERED OR PVB INTERLAYER PVBINTERLAYER BY KURARAY AMERICA,INC. BY KURARAY AMERICA,INC, ANNEALED GLASS ANNEALED GLASS X1/8"ANNEALED "ANNEALED GLASS GLASS 35 OR 36 35 OR 36 39 1/2"NOM 1/2"NOM LASS BITE LASS BITE 41 41 OUTSIDE OUTSIDE oc E�l EIF]0� 0 PRODUCrREVISED -s wmPIYI,,g with do Florida wM ng Cade Im-N OPTIONAL 4OPTIONAL FLANGE FLANGE 3/4"LAMI I.G.GLAZING DETAIL 3/4"LAM] I.G. GLAZING DETAIL 0- N iYNIV Iii WITH 5116', LAMI GLASS AND 1/8"CAP WITH 5/16"LAM] GLASS AND 1/8"CAP BOX OR INTEGRAL FIN FRAME BOX OR INTEGRAL FIN FRAME No.58705 (BOX FRAME SHOWN) (INTEGRALFIN FRAMESHOWN) 7 r.;�er a D No CHAIIIIES THISSH15- GLAZING DETA 1010 TECHNOLOGY DANE ILS D.G. . ............ B NO CHANGE THIS SHEET N.VENICE.FL 34275 A,Lii4MQLL�R',P.E. .0 la'07/11 C, NO CHANGE THIS SHEET P.O.BOX 1529 —V1nylSlkt Large Missile I t W� � N.VENICE,FL 34274 B. D.G.-OW7108 705 i I I 718"OVERALL GLASS NOMINAL 718"OVERALL GLASS NOMINAL 1 5/16"LAM[GLASS NOMINAL 5116"LAMI GLASS NOMINAL 118"ANNEALED 118'ANNEALED GLASS GLASS i AIRSPACE .090"BUTACITE® AIRSPACE .090"BUTACITE® PVBINTERLAYER PVBINTER LAYER 118"TEMPERED OR BY KURARAY AMERICA,INC. 1/8'•TEMPERED OR~ BY KURARAY AMERICA,INC. ANNEALED GLASS ANNEALED GLASS 1!8"ANNEALED 1/8"ANNEALED GLASS GLASS i 31 OR 32 31 OR 32 112"NOM 112'NOM I 89 GLASS BITE 39 GLASS BITE O O 401 40 OUTSIDE OUTSIDE EID D I OLID 00E111 O 0 PRODUCT•REVISED a complying with the Florida vilding Codc 15�0612.�2 Acccpliu�ccENo i Ex hnti0 Dmc cj i 4 3 OPTIONAL OPTIONAL IDvly'on" ade rod.et ntm4 FLANGE FLANGE I 7/8"LAMI I.G. GLAZING DETAIL 7/8"LAMI I.G.GLAZING DETAIL WITH 5/16"LAMI GLASS AND 1/8"CAP WITH 5/16" LAMI GLASS.AND 1/8"CAP BOX OR INTEGRAL FIN FRAME BOX OR INTEGRAL FIN FRAME ` No-58705 (BOX FRAME SHOWN) (INTEGRAL FIN FRAME SHOWN) flmEay. Dobe RMabu: � o �r•� S��I' :'•`/C�' Sc 00.gf/15 D NOCHANGESTHIS SHE Ei GLAZING DETAILS OT••., F- '�� b; yyp,c 10707ECNNOLOGY ORNE ' (ORID......... ;••• D.G. f?/1ft4M B NO CHANGE 7NIS SHEET N.VENICE,FL 34275 R R�ebc• Vinyl Single Hun Window,Large Missile Impact �' � JJ tM77/tt c NOCHANGE7HISSHEE7 P.O. 1sYg ..�^•- — a..: A.LYNN MIULEc�i,P.E. ror ty ow N.VENICE,FL34274 VOW,Better sHsoG NTS 4 d 11 5191-1 D FL P.E.#58705 D.O. 08/07/08 I F rOAR29996 I MAX.DAYLIGHT OPENING SASH 1 I OPTIONAL 1131 32 12 FLANGE 1 35 36 0 1 0 1 0 p 0 40 41 3.j50 40 41 M OPTIONAL DAYLIGHT 31 OUTSIDE FLANGE OPENING i 40 41 FI ED 32 1,948 I MAX.DAYLIGHT OPENING FIXED 35 TYP. MAX.WINDOW WIDTH 36 I HORIZONTAL SECTION (INTEGRAL FIN) g MAX. 5 WINDOW o 401 41 HEIGHT g 11 1 MI . 1 DAYLIGHT OPENING S SH iPRODUCT REVISED ns complying wish the Plodda Building Code HOT 40 41 13 �x`i'aio oaiel�-tYc1'L 19 WELD dy 11 MitmO a.P..eL' 0' 3• . 11lIIII;I IYNN HOT WELD CORNER ASSEMBLY VERTICAL SECTION INTEGRAL FIN 3 IdD.�aro5 (INTEGRAL FIN) ( ) 11s. ! ��•'� �14 �z 'IOKC aY• Oe1G NMfMv: D1a�a'l � � STA•'• �� SC 08/01/16 D NOCHANGF8THISSHEET SECTIONS,INTEGRAL FIN FRAME •• I'LORIOP••'G�� p� ' 1070 TECHNOLOGY DRIVE Iuc ••"•""• ` D.G. 1211 w B NO CHANGE7HISSHEET N.VENICE,FL 34275 Vin I Sin le Hun Window,La a Missile Impact 'SSlONAX• � JJ 10/07/11 n C NO CHANGEiTNISSHEET P.O.BOX 1629 �� „ „e a� n..rven n.r. A.LI/NIJI�III.LER.P.E. oBy. oi�, cnaetd �: N.VENICE,FL 34274 Visibly Better SH500 NTS 5 111 5191-1 D FL P.E.#58705 D.G. OSK17/08 FL Co I ' I I f I I i 1 MAX.DAYLIGHT OPENING SASH 2 OPTIONAL 11 31 32 12 FLANGE 2 i 35 36 2 0 i 0 40 41 3. 50 I i 40 41 M . OPTIONAL DAYLIGHT 31 FLANGE OPENING OUTSIDE 40 41 FI ED 32 i 1.948 MAX.DAYLIGHT OPENING FIXED 35 i MAX.WINDOW WIDTH — 36 HORIZONTAL SECTION (BOX FRAME) g M 5 WINDOW o I HEIGHT i M 40 41 DAYLIGHT OPENING S SH I L PRODUCT REVISED i nv complying with the Florida building Code 4i HOT 40 41 13 AcaeplwtcallolS^Go12.12Ici Px irallon Dile I DWELD y11 Mini ade Product aol i i � inurlr p .•LYNN HOT WELD CORNER ASSEMBLY VERTICAL SECTION (BOX FRAME) (BOX FRAME) 4 No.56705 s� k U,•. TATE Sc 0"05 D NO CHANGES THIS SHEET SECTIONS,BOX FRAME nn ' F<ca1DP.••' keNwn• 1070TECHNOE.LOGY DRIVE rrc lis. D.G. l�T8ro8 Q B NOCHANGETH/SSHEET N.VENIBOX15 4276 � Vinyl$in i Hun Window,La!2e Missile tm act '�/r;Ol��n•�-,�``' JJ 10/07/11 C NOCHANGE�7HISSHEEr P.O.BOX L34 �i � 50 ay,. � A.LYNS��AILLCR,P.E. �r v— � N.VENICE,FL 34274 v:Ibty neeu. sH50o Half 6 d 11 5191-1 D FL P.E.N 58705 D.G. 08107/08 I L I i E iI I 4 i ITEM DWG NO, PART# 1 DESCRIPTION ITEM DWG NO, PART# DESCRIPTION --803-1215 1 9521 65163 Kre3RALFIN FRAME FEAD&JAMB 718'LAMII.G.GLASS:116'TEMPEREDOUTBOARD- 2 9871 69871 BOXFRAMEHFAD&JAMB 31 AIRSPACE-1/8"ANNEALED-.OW'6UTAC7M PJB 3 9520 65164 INTEGRAL FW FRAMESIL INrBRLAYER-IW AMIE4LE0 5/16"LA 4 9670 69870 BOX FRAMESILL 7/8"LAM I.G.GLASS:116"ANNEALBDOUTSOARD- , 5 7940 65102 FOXFRAMESILL 1L 32 AIRSPACE-IWANNEALED-OWBUTAGTC�PJB .035 ITEM 40� INTfftLAY ER-118"ANNEALED(5716"LAIM , 6 7126.1 65103 MEETING RAIL REINFORCEMENT 33 I.G. BEAD 7 7942 65109 SASHSTOP 8 8873 65117 BALAN EOOVBRS 34 MAIL:White Ridged PVC 9 7092 651o5 SASH INTERLOCK by Quanex Building Products,Inc. 10 61644W WSTR.,.187X.270FIN SEAL 3/4"LAM I.G.GLASS:1/8"TeWERBDOUTBOARD- DWG NO.6492 11 7092.1 65114 SASHRBNFORaNENT 35 AIRSPACE-118"ANNEALED-.OWBUTAarEDPJB 828 INTERLAYER-118"AMIFALBJ(5116"LAM)12 7093 fi5106 SASNSiDERA6. 314"LAM I.G.GLASS:1/8"ANNEALED OUTBOARD- 272 13 7745 65113 SASH LIFT RAIL 36 AIRSPACE-1/8"ANNFALBD-.090"SUTAOIM PJB 14 1669 71669SP MR SUPPORT RATE INTERLAYER-1/8"AMIEALED 5/16'LA 15 158110 71694 TILT BALANCE SHOES 37 ITEM 41, 16 1686 7FR-PSSFF PNOTBARS -ii 17 76208SLAW CAM SWEEP LOCK 39 S2CONE DOW 1199 18 78133SLKW CWSWEEP LOCK KEBER 40 6492 65112 GLAZING BFAD SUBEAD 19 79803WF Wr-FPH3LEOOVER 41 6483 1 65148 SOL GLAZING BEAD MAT'L:White Ridged PVC 20 7675RHTL IN TILT LATCH _ by Quanex Building Products,Inc. 21 7675LKL LHTILTLATCH DWG NO.8483 22 71669SP ALUM SCREW SUPPORT PLATE 23 71038W INSTALL HOLE PLUG NOTE: 24 716MK SETTING BLOCK ALL EXTRUDED VINYL MANUFACTURED 25 71684AK SETTING BLOCK-SWAD-ESNE BYOUANEXBUILDING PRODUCTS,INC. 26 76XiFPM/X 6 X1"FH TECH(410 SS PAINTED) 27 7612FPIV17. 6 X vT FH(410 SS PAtNTEp) 28 7SX2TPA410X 6X2"THVK(LSCREWSS 29 78X1141PA11416X 1#11X 1114' 30 8XIFPAX #8 X 1" .4d0 .d10 I ,.235 1170-1 q080 ::1 l� PRODUCTRGVISED 11 .050 8 as complying with Rho Florida j 1.835 .065 Building rode 7 ,. 47 Accapro cc Nal 'G7 I .t . .06512' l �8 Lx imtianDato Ict= BY r-7061 �1 Milani a Pmdutt vot ! !TENT 91, i SASH REINFORCEMENT ITEM 5, ITEM 6, ITEM 91 MATL; lum (6063IT6) �.`\\pt1{LYNNDWG 4e14 FIXED MEETING RAIL FIXED MTG. RAIL. REINF. SASH INTERLOCKoE"SF'r``�' MAT'L:White Ridged PVC MAT'L:Alum.(6063-T6) MAT'L:White Ridged PVC = 1r N0.56705 by Quanex Building Products;Inc. DWG NO.7126.1 by Quanex Building Products,Inc. _ DWG NO.7940 DWG NO.7092 �7T IS 2LsD S67/11 D NOCIL4NGESTNIsstfEET EXTRUSIONS ;0 . E- < 11170 TECHNOLOGY ORNE _ ''•FL OR10(',tt.'•'C�`�� D.G. B ADDED OiMENS10NS TOALUM.EXTRUSIONS ,La 8 M1SS1/8/177 aL't �7 t�l�jAt-oina; � t �JJ C NO CNANGE;7NISSNEET P.O.e0X 1528 !, t o—ay. Cnwaa [xte: N.VENICE,FL34274 VJs167yBcttcr A.LYNNIMILL12R,P.E. D.G. 08107/08 9x500 NTS 7 11 5181-, (? FL P.E.#58705 i { I E r OPTIONAL 3.250 FLANGE 3.250 3.250 .040 ❑2 84 2.'84 040 060 2.(00 040 i DoEIa= Dodo .0601 '0 ITEM 2, ITEM INTEGRAL FIN SILL BOX FRAME HEADIJAMB -/rITEM 4*0, ;MAT'L:White Ridged PVC MAT'L:White Ridged PVC OPTIONAL by;!Quanex Building Products,Inc. FLANGE FRAME SILL OPTIONALby Quanex Building Products,Inc. - FLANGE DING NO.9285 DING NO.9288 MAT'L:White Ridged PVC by Quanex Building Products,Inc. DWG NO.9286 OPTIONAL 1.910 FLANGE 1 --3.250 .647 7 1. 065 647 M 25 PRODUCT REVISED complying,,fth the f1mida ddin,'Cade Acceptance ration Date C� .060 - 0"" ITEM 12, ITEM 13, i — SASH SIDE RAIL SASH LIFT RAIL MAT'L:White Ridged PVC MAT'L:White Ridged PVC by Quanex Building Products,Inc. by Quanex Building Products,Inc. DING NO.7093 DWG NO.7745 "0` lyYNN ............Ille � L----,1❑ L--J� E-13 - ITEM 1, INTEGRAL FIN HEADMAMB MAT'L:White Ridged PVC by Quanex Building Products,Inc. 58705 DING NO.9287 -z17�- _X_ fZ: z 1070 TECHNOLOGY DRIVE EXTRUSIONS 'E SC 0"1116 0 NOCHANGIFSTHISSMEET O.G. mefam a NO C14ANCE THIS SHEET N.VENICE,FL34275. FpAC;T Vinyl Single Hung Window,Large Missile Impact �E' V jj immi C NO CHANGE THIS SHEET P.0.80%1529 Visibly Better MN MILVlt�,P.E. M VENICE.FL 34274 A.L k 1=15. Half 8 5191-1 D.G. �OMIM EL COA#29296 D FL P.E.41.58705 I ANCHOR QUANTITIES ANCHORAGE NOTES FOR BOX FRAME: TABLE 1 WINDOW WIDTH 1.ANCHOR TYPES: 1-#10 SCREWS View j 2.3116"ULTRACONS Fixed Sash .111 16 20 24 28 32 36 40 44 48 521/8 (CONCRETE OR GROUT-FILLED CMU) 2.ANCHOR LOCATIONS ARE BASED ON THE 36 24 FOLLOWIING DIMENSIONS. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 2 HEAD- 6"MAX.FROM TOP CORNERS JAMBS-9"MAX.FROM TOP CORNERS' W 25 45 30 1 1 1 1 1 1 1 1 1 1 1 1 2 1 2 1 2 1 2 ('NOT TO EXCEDE 114 OF TOTAL WINDOW HEIGHT) 6"MAX.FROM BOTTOM CORNERS N 30 54 1 1 1 1 1 1 1 1 1 2 1 2 1 2 1 2 1 2 N MIN.BELOW MTG.RAIL SILL-ANCHORS NOT REQUIRED D O 35 62112 42 1 2 1 2 1 2 1 2 1 2 2 1 2 2 2 2 2 2 2 e 3.INSTALL PER THE ADJACENT TABLE ANCHOR W i QUANTITIES USING THE DIMENSIONAL CRITERIA OF 40 48 2. 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 3 NOTE 2. H 45 54 4.ANCHORAGE SHOWN FOR BOX FRAME WITH OR WITHOUT 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 3 2 3 OPTIONAL FL E 1 50 60 —2T, 2 2 2 2 2 2 2 2 2 2 3 2 3 2 3 2 3 5,FO TEGRAL NAIL FIN FRAME AN ORAGE,SEE SHEET 11. G 1/1 WINDOW 55 66 2; 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2. 3 3 4 521/8" --�� H 1-1 1 I I T 60 72 2 312 3 2 3 2 312 3 2 3 2 3 3 3 3 4 3 4 62112 75 3; 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 413 4 Exan-ple:52.125 x 75 For 1/1 Windows 3 a Anchors required In the head — j Anchors required below the IMTR —— — — Anchors required above the MTR I " Example:52.125 x 62.500 For View Windows VIEW WI PRODUCT REVISED �-52176" as to Plying with the Florida Ihdldiag Cade � I 1 I I AceePlaneallot�'06t2.IQ 3 Head'* 3 ax(moon Dole 9 3 a z z - - I I I -- By Sash* MiOmI adeProduci tm Fused" .6H FIXED 1 NOTE FOR V IEW WINDOWS USE VIEW RKED WINDOW HEIGHT FOR ANCHOR QUANTITY IN HEAD AND 11 �� •(LYNN / ABOVE THE 917R,AND USETHE VIEW SASH WINDOW HEIGHT FOR ANCHOR QUANTITY BELOW THE MTR — — _ `` ��•..cENa 4;'4ee MAXIMUM HEIGHT FOR VIEW WINDOW IS 62 112". +� i .4H SASH "�r No.SWO5 _ NOTE:FOR VIEW WINDOW THE LARGEST CANNOT EXCEED THE TESTED SIZE. = CJ �ena� aee. wewn+�• oee"N4�' R'IATE F F SC 0&01/16 D ADDED GROUT-FILLED CMU :4NCHORAGESPACING !'�� '•.,•/;(pR1DA.••' `': 1070 TECHNOLOOV ORIVE D.G. �1B27s BerBB . ADDED AND MODIFIED VIEW WINDOW EXAMPLES N.VENICE,R34275 F - Vinyl Single Nun Window,Large Missile Impact '��`s/ONAG.,.1�C,�� JJ 10/07/11 C NO CHANGE THIS SHEET P.O.BOX 1529 4 y"ee p..px. x.r. A.LI /MILD'".P.E. on""By. pm om,a an: N.VENICE.R34274 V&IblyBetter 3H600 NTS 9 w 11 5191'4 D FL P.E.#58705 D.G. DW07ro8FL COA 029298 I I i I t 112"MIN.EDGE I #10 SCREW—\ 114"MAX.SHIM 1318"MIN EMBEDMENT 1 318"MI .EMBEDMENT 2x WOOD BUCK (SEE NOTE 3) 1/2"MIN,EDGE A OPTIONAL FLANGE QMAX. SHIM #10 SCREW 2x WOOD BUCK (SEE NOTE 3) OPTIONAL FLANGE i 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 1-3/8"MIN.EMBEDMENT 1-3/8"MIN.EMBEDMENT 2.9 KSI MN.CONCRETE—^4,iy. ';,,'"a• OR 1.5 KSI MIN.GROUT 1/4"MAX.SHIM FILLED CMU ,+n EDGE DIST, OPTIONAL �1 .--t- FLANGE m FOR EDGE 114 011IREMENTS MAX TE OR CMU SHIM ' ,3/10"ULTRACON (� Yy' tx WOOD BUCK 3J16'ULTRACON OPTIONAL FLANGE {SEE NOTE 3} I PRODUCTREVISED JAMB W/BOX FRAME D W/BOX FRAME .complyinISMIh.the Florida THROUGH FRAMEIINTO CONCRE HR U H FRAME INTO CONCRETE z ildt„sc Ac N No 15-ob M 1x BUCK OPTIONAL_ 1x BUCK OPTIONAL 1 �fad. naio1g NUTES: IBy F act R CONCRETE(MIN.2,9 KSI)APPLICATIONS IN MIAMI•DADE ,USE ONLY MIAMI-DADS COUNTY AP ED 3/18"UL7RACON,EMBEDED 1318" MIN., NCE FROM ANCHOR' TO CONCR IS 1"MINIMUM AND GROU - ILLED CMU IS 2.5" 2. FOR WOOD(G=0.55)APPLICA O S I -DADE COUNTY,USE#10 STEEL SCREW,EMBEDED 1 3/8"MIN.. x 1 t t i It t/! ONS ON 3 WOOD BUCKS AN BE NSTALDEPICTED IN THE LED DIRECTLYTO SOLID CONCRETlE.PAGE AS Ix ARE BUCK$WHOSE TOTAL WOOD BUCKS DEPICTED AS 2x ARE 1 112'TH1CK OR GREATERCKNESS IS LESS A NSTALLAT ONOTO THE SUBSTRATE OF WOOD D BUCKS ARE OPTIONAL IF I7 .`�`\0��•L'.'w'.I. BUCKS TO 8E ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. �_. 4. FOR ATTACHMENT TO ALUMINUM;THE MATERIAL SHALL BEA MINIMUM STRENGTH OF 6083-TS AND A MINIMUM OF 1/8"THICK.THE ALUMINUM STRUCTURAL MEMBER �t: 80705 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 No BE A#10 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM.IF THESE CRITERIA ARE MET,THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE - % I D. SPACING FOR ULTRACONS MAY BE USED. Y .(� 1•] {5 :�— sc w ZD;— aac SC OS�O!!!b R INCLUDED MtN1MUMSUlISTRATE REt7U/REMENTS 1070 TECHNOLOGY DRIVE ANCHORAGE DETAtLS-BOX FRAME ,� fitoRifl,..• D.G. 12111; P"8 NO CHANGETHIS SHEET N.VENICE,Fl.34275 JJ 1Q217/li R�C NO CFWJQE�TH15 SHEET F.o.9ox lsze ..---� 11in J Sin !9 NuR WfndoW,Large Missile Impact r�/S; P-4y,o b, awae aa: N.VENICE,F434279 V&1bly Bettor °""""'"`� °eXYC ""` pf1gN'' "" .A.LYNN MILER,P.E. D.G. OWOT/08 - SxboD NTS 10 d 11 5191-1 D FL P,E-#58705 I 2x WOOD BUCK IS E NOTE 2) —1.430"MIN.EMBEDMENT 1/4"MAX.SHIM 120'DIA.x i 1/2"ROOFING NAIL,& 2x WOOD BUCK 5'MAX.FROM (SEE NOTE 2) CORNER&4 1/8*O.C,, 0 1.430"MIN.EMBED 112'MIN EDGE 1/4'MAX. —A f SHIM OPTIONAL OPTIONAL FLANGE FLANGE /4" MAX,1 1/2"MIN EDGE .120"DIA,x 1 IrZ ROOFING NAIL, SHIM 2114'MAX.FROM .1207 DIA.x I V2'ROOFING NAIL, CORNER&41/8'0.C.. V MAX.FROM 112"MIN EDGE. CORNER&4118'O.C.. 2x WOOD BUCK OPTIONAL (SEE NOTE 2) .430"MIN.EMBEDMENT JAMB W1 NAIL FIN HEAD WJ 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 i3nitding Code Ampt—o No l -0612 PX �Dwc I"'!"' Dy A NOTES: Mis�-i .d&Froducet C�-j 1.FOR INTEGRAL FIN APPLICATIONS IN MIAMI-DADE COUNTY,USE.120"DIA.x 1 W" 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 1112- THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITYI I I t I JURISDICTION. HAVING ,,,,I k,Y NN 4j,' 3. FOR ATTACHMENT TO ALUMINUM: 0". NUM:THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063-T5 AND A MINIMUM OF 118"THICK.THE y\CENs 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 woob BUCKS. THE ANCHOR SHALL BE A#110 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. N.,561105 IF THESE CRITERIA ARE METiTHE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ULTRACONS MAY BE USED, O:z -71170F ;�V Rnb� iI'E 8C 001116 D CHANGED TO.120'X I-la'ROOFING NAIL 1070 TECHNOLOGY DRIVE ANCHORAGE DETAILS Integral Fin Frame x"'.. M 0,' D.G. 1211WB 8 No C~6 THIS SHEET my C• ?. vi�75;GF� N.VENICE.FIL 276 ORI jj 10/07/ti ricyr Single Hung W1 /0-NAt. No C CNANGETHISSHIFhT P.O.BOX t529 Large Missile Impact ctwwy ata N.VENICE,FL 34274 Visibly Better — A. LY W'M I U�R"P.E. D.G._08107108 EL COA#20296 SH50I NTS 11 11 5191-f P.E.#58705 -- I M 1A M'1'D�1I7E NIIAlII--DARE COUNTY,FLORIDA a PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Strect,Room 208 BOARD AND CODE AD&IIMSTRATION DIVISION T(786)315--2590 F(786)315-2599 (`Ei PTAN" fkT®A ►nvrv.ntiamidade.gov/ecouomy PGT Industries,Inc. 1070 Technology Drive North Venice,Fl.34275 SCor1;: This NCA 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 11i0i Velocity Hurricane Zone. DESCRIPTION: Series"PGT" Clipped Extruded Aluminum Tube Mullion-L.M.I. APPROVAL DOC-UMENT: 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., bearing the Miami-Dade.County Product Control Revision Section stamp with the Notice of Acceptance number and Expiration date by the Miami-Dade Con oduet Contr 1 Section. NIISSILE IMPACT RATING:Large and Small Missile ImpactResistaut LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, 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 expiratioli 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. - A.DVERTISEMENT: 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;-thet ik shall-be done in-its mtiCety,-- -- ---- ------------ - - -- - -------- 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 pf the Building Official. . This NQA revises NOA No. 13-081.5.05 and consists of this page 1 and evidence pages E-1 and E-2, as. well as approval doctunent iiientioned above. The submitted documentation was reviewed by Jaiine-D. Gascon,P.E. :NOA No. 14--1105.0 MIAMI.DO COUN f`! i n. Expiratioe: May 26,2016 Approval Dabruary 12,2015 2�� 5 Page 1 i PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED I A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted udder 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. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) 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 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 05/05/11, signed and seated by Marlin D. Brinson,P.E. (Submitted rur(rer previous NOA No. 10-0819.05 C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010 and with FBC 5th Edition (2014), prepared by manufacturer, dated 01/29/15, signed and sealed by Anthony Lynn Miller,P.E.. D. QUALITY ASSURANCE 1. 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 (2010,dated 11/03/14,signed and,sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, conformance to and complying with the - ---. -----..� ---- --- - -- ---- n --- - - - g Y Y Y --^- ------- - - FBC 2010 dated 06!06/11 si red and sealed li-Arithori- L-nn 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. �tk aimeD. Gasco ,P.F Product Control Section Supen,1501. NOA No.14-1105.41 Expiratim Date: May 26,2016 Approval Date: February 12,2015 E-1 PGT Industries,Inc. 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 05/0S/11,signed and scaled by Marlin D. Brinson,P.E. (Submitted under previous NOA 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 under 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 I. Cbanda,P.E.,Product Control Examiner. (Submitted under-previous NOA No. 11-0922.01) G. OTHERS 1. Notice of Acceptance No. 13---0815.05, issued to PGT Industries, Inc. for their "PGT Series'Aluminnm Clipped Mullion—L.41.",approved on 11/31/13 and expiring on 05126/16. 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 i i SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES: NON-IMPACT OR LARGE AND SMALL MISSILE IMPACT-RESISTANT PRODUCTS 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE1N ADDITION TO ANY ANCHORS REQUIRED FOR THE �J FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUE AND SHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL 1X OR 2X WOOD BUCKS IF USED, GENERAL NOTES..............._..........1 o x4' ¢ $.. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. INSTRUCTIONS...............................1 czii� o ELEVATIONS................................„1 0 FIGURE 1: MULLT02X WOOD_........._.........„2 w MULTIPLE WIDTH FOR VERTICALMULL� ARCHES TO BE 2)THE TYPE AND NUMBER OFANCHORS ISCRITICALTOTHESTRUCTURALPERFORMANCEOFTHEMULLEDUNITS.MULLIONS o 0 [—OPENINGHAVE BEEN TESTED AS'FREE-FLOATING"AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL MULL701X&MASONRY....._.....„2MULLIONS -� SEE DETAILS RECTAINSCRIBEDINSIDE INSULOMASINSTALLATIONOTES...................2 / RECTANOUTAFi NOT HAVE A GAP OF MORE THAN 1/4'FROM THE CLIP. I MULL TO MASONRY.......................3 LL SHEETS 2-3 SHAPE MULL TO STEEL STUD..-...............3 CJ 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULL TO MULL„..............................3 B m DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN L/1 80.THE 1/3 STRESS INCREASE WAS NOT USED. ANCHORSPECS.............................3 Z r IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. ALTERNATATE CLIPS...„................4 O W BAY MULL INSTALLATION..............4 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 •--I W 1X2X.376 MULL SPECS...............6 j = / 1 INSTRUCTIONS. I 1 X 2.75 X.375 MULL SPECS.......-.7 1� 1X2.75 X.65 MULL SPECS............8 Z 0 SEE DETAILS 4 11 1 X 3.125 X.500 MULL SPECS„......9 W 0 0 / I / III 5)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND DO o H- SATHRHEETS G; I Y _ 1 i 1 - (I \SEE DETAILS ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPLE UNITS,CONSIDER 1 X 4 X.126 MULL SPECS_...„.....-.10 7) (_ m J 1 I -- 1 SHEET G; ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN i X 4 X.375 TUBE MULL SPECS....11 SHEETS 2J I 1X4X.18 T65 LL SPECSMULL SPEC.....11 I Iii I j PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. ! 1.26 X 3.te8 X.2fi5 MULL SPECS 12 j J m � VERT. HPE�� 1.25 X 3.26 X.100 MULL SPECS.....13 Z Wz MULL FOR 6)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 1.25X3.25 X.s24 MULL SPECS 14 — 0 E g_� LENGTH NO 1.25 X3.94 X.624 MULL SPECS..._15 Z 3 , -SW MULL 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUSTI 2 X 4 X.25 MULL SPECS................18 J Q a �z SEE DETAIL E, 1 226 X.25 MULL SPECS................17 { BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT ¢ r r SHEETS I 1.28 3.2582.11 YM LL SPE ECS....18 Z W _ AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT I 30'X 3.25 DAY MULL sPECS.........19 Z F Q N o REACTIONS. 45'X 3.26 BAY MULL SPECS......„.20 Q 0 Z `: MULLION&CLIP DIMENSIONS......21-23 I- Z m oQ m0 FENESTRATION 8)REFERENCE:TEST REPORTS:FTL-6443;ELCO ULTRACONIAGGRE-GATOR NOA'S;ANSVAF&PA NOS FOR WOOD CONSTRUCTIONS EXAMPLES 1&2.......-...................?4 PRODUCTS MAY ADM-ALUMINUM DESIGN MANUAL LOADING EXAMPLES..............._. 25 0 BE OF ANY TYPE. WW l» In P MUST BE 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING Z MANUFACTURED BYGT. CODE, AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH I 0 QO PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. a - Z UJ 0 m 0,0 SEE DerAILS 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. m Of mK HORIZONTAL A D•G,H; �+ ¢•� MULL SHEETS 2,3 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING LENGTH HORIZONTAL WIDTH/HEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA. MULL LENGTH INSTRUCTIONS: 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBSIFf')FOR THE OPENING USING THE ASCE-7 STANDARD. 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. j ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 3)REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS'RECTANGULAW OR"TRIANGULARITRAPEZOIDAL'. I PRODUCT REVISED fu wlnPlylnB whh Lha Mrido 4 FIND THE CHOSEN MULLION'S MULLION CAPACITY(LBS/FT')FROM TABLES 1A THROUGH IGA,ON SHEETS 5 THROUGH 20 RESPECTIVELY,USING Buading Dock MULL rOPENINGWIDTH--{ I—HORIZ.MULL LENGTH�I ) 'I LENGTH I THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY).THE AarPtmlw No< "° OS.• / M11E.='AL STEP ON CAPACITY(LBS/FT')OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBS/FT')FOR THE OPENING OBTAINED IN a ,PENING HEF GRTSAME TABLE USED IN STEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LBS).THIS VALUEOPENING MULL � HORIZ. VERT. REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY.HEIGHT LEN MUL L f/ LMULTH LILL8)FROM THE ANCHOR CAPACITY(LBS)TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE �\ ��N �NANCHOR/SUBSTRATEIANCHOR-CLIP PATTERN MAY APPLY)SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR P •' VICCAPACITY IS MET. 1'10.58705SINGLE MULLION SINGLE MULLION FOR MULL 7)IF THE MULLION CAPACITY(LBS/FT')OBTAINED IN THE TABLE IS HIGHERTHAN THE DESIGN PRESSURE REQUIREMENT(LBSIFT')FOR THE - OPENING WIDTH OPENING,YOU MAY USE THE"ANCHOR CAPACITY ADJUSTMENT FORTO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS =b FOR VERTICAL MULLL VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE ffEE SEE CORRESPONDING DETAILS MULTIPLE MULLIONS ” ;T\• ITEE(7�� :••�(/�� - FROM FIGURE 1 ABOVE. 8)VERIFY THE DESIGN PRESSURE RATING(LBSIFT')FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION •,,a/ lV ION CAPACITY(LBSIM)OBTAINED FOR THE MULLION SYSTEM.THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION S ••.�H..... •6NN, PRODUCT ASSEMBLY. 7,,O/VAL CNG`\ 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED INA SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. A.LYNN MlLVE ,P.E. FL P.El58705 i i ' � R i v�q O DETAIL A: DETAIL B: MULLION I o0 MULLION TO 2X WOOD BUCK MuuloN MULLION ATTACHED TO 1X BUCKSTRiP I TYP.ANCHOR 62°g PER SUBSTRATE, OR WOOD FRAMING WOOD BUCK AND MASONRY g7TgCHDA1ENT �SEESEETABLESIB-16B (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) BY OTHERS, N SEE NOTE 1, m 1 MULLIONI SHEET 1. q I I I .• . .: .• (n ENS I I I I .. •••.••. Z (n 6 I I I SEESHEETS a n nI I I MM 2.7 KSI EDGE I O W ERHER THE 1 I 21.23 FOR HOLE d I I 1 1 CONCRETE ORCMU i I DISTANCE, •""Ij LOCATIONS I 1 SEESEETABLES 2 STANDARD OR - e I W {I EDGE DISTANCE 18-166 Q'n to OFFSET MULL a EDGE o I e FOR MASONRYIU ¢ p O CLIPMAYBE I DISTANCE INSTALLED BY d I II FOR WDOD / a I I ANCHORS m O F THIS METHOD. e R SCREWS MAXFOR L a on 11 1 SIDE VIEW F Z co J 260• G ) Q J a ALL MULLIONS ERHERTHE F- D d e a n STANDARD OR C)g m e e da OFFSET MULL Z 7 > e d eo a v a a e i INSTAL ED BY �°- {Ry p7 d ° EXTERIOR THIS METHOD. J ZZ a a d .Q aEDGE Q - e d DISTANCE a I- Z Q e e FOR �d Z INf^7 a RECMMENDO MASONRY a_J7 h Z THEOOFSEOR ANCHORS .4 ¢��-- • a' 4, FM-FRAMED W EXTERIORWNDOWS,BUTMAY a FQ-• Y Y ALSO BE USED FOR 6n U) (n OTHER FRAME TYPES. U Z Q0 0 Q..yZ (n B` w-2 TYP.ANCHOR , TYP.ANCHOR PER SUBSTRATE, PERSUBSTRATE, 8 TYP.ANCHOR SEE TABLES iB-168 PER SUBSTRATE, SEE TABLES 18.188 SEE TABLES IB•1613 FEDOE/END BUCKSTRIP Ire DISTANCE qNp �- SEE TABLES ATTACHMENT Eh1BE0M1 ENT BUCK6TRIP 18-188 ••' BY OTHERS, AND EMBEDMENT' SEE NOTE t, ATTACHMENT BY OTHERS, - i • „ SEENOTE I. •' SHEETI. • MIN 2.7 KSI CONCRETE 0R.MU PRODUCE REVISED SIDE VIEW FRONT VIEW m cunilih'Ing%ya the Florida Building Code 4401, AmplancoNo - FRONTVIEW ��a �O INSTALLATION NOTES, %41 nl Dale Product Conlin 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ��`\\�NONY LYNN 411//�/ ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY DISTANCE.THE CORRECT QUAN ITYAND LOCATION O ANCHORS MUST E FOLLOWEDHREFER O O THEOR TO TABLES N TTHE *Q�,•'• CICErySF•.�C��' FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAYBE USED. I No.58705 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C.SHEET 3. O� S� FJS ;'•Vj�� 5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED �T •F�ORIDP,,•'•��: ELCO ULTRACON OR ELCO 1/4'S.S.AGGREGATOR MASONRY ANCHORS. 'A LYN ^I14 E� `E. FL P.E.#58705 i � I I I I DETAIL E: ©gH —I .Izs•MnN. MULLION TO MULLION �;y DETAIL C: INTERSECTION NOTES: 5 MULLION DIRECTLY ATTACHED TO o�x� MASONRY STRUCTURE MULLION (U-CLIP) 1)MAY BE INSTALLED IN'TEE'OR-GROSS' Z �s o (STANDARD CLIP SHOWN) INTERSECTIONS. ho'39§ E VARIES \ 02 z 0 2)MAY BE INSTALLED HORIZONTALLY (SHOWN)OR VERTICALLY. I TYP.ANCHORc^ ' N EITHER THE I I I PER SUBSTRATE, �~ 3)SEE U-CLIP DRAWINGS,SHEETS 21-23 $0 07 STANDARD OR SEE TABLES 1B-138 In I FOR CORRESPONDING MULLION. rc OFFSET MULL I I I TOP VIEW , Z 1n CLIP ANY BE I I I MULLION _ O W I EDGE DISTANCE INSTALLED BY II I FOR MASONRY VARIES - J W THIS METHOD. I I ANCHORS I $112 STEEL SCREWS, SELF-DRILLING OR PRE-DRILL Yom' MULLION AND USE SMS m 07 O � 1n (n \ MULLION F-• Z -1 EXTERIOR 4. a T11 OFFSETCLIPIS EDGE DISTANCE FOR MASONRY .,, RECOMMENDED FOR i FIN-FRAAtEO LINTERSECTION O' W ANCHORS ° WINDOWS,SUT MAY U-CLIP I F a v °Z ALSO BE USED FOR J (n E' a 07HER FRAME7YPES. EXTERIOR I Fa-' z r TYP.ANCHOR .4a I Qz z Q Z N PERSUBSTRATE, SEE TABLES iD-138 Q TYP.ANCHOR SEE SHEETS 21-23 FOR uo PERSUBSTRATE, HOLE LOCATIONS U) g o 0 BUCKSTRIP SEETABLES IB-13B K H 111 J AND FRONT VIEW EDGE. y Y ATTACHMENT DISTANCE ES co > BYOTHERS, SEE TIB-13B C) Q > o �• SEE NOTE I, Q z Z O O EMBEDAI{ENT �, _. a , SHEET 1. EDGE DISTANCE SIDE SEE TABLES $IDE VIEW MIN 2.7 KSI CONCRETE OR CMU MIN 2.7 KSI CONCRETE OR CMU IS-13B FRONT VIEW SIDE VIEW DETAIL D: MULLION ATTACHED TO STEEL STUD (STANDARD CLIP SHOWN) STRUCTURE INSTALLATION NOTES: TYP.ANCHOR 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A PER SUBSTRATE, I SEE TABLES 18-138 RODUC77RBVISBD 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION I o. SEE SHEET9 ® u complying whh the Florida ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE ` 21-23 FOR aiding Cods ry-- CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE HONE \cccptonooNa L/�7 LOCATIONS Delc FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAYBE USED. _i// ``� ASULIION 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. ®®® ® 4 ml ado Product Con!,•-' 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. EDGE✓ I 1 111! 5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED D STANCE pNY L.... It/ ELCO ULTRACON OR ELCO I/4'S.S.AGGREGATOR MASONRY ANCHORS. FOR STEEL STUDS THINNERTHAN SEE TABLESQ,•.• y10ENs' C FRONT VIEW iB GA AND COMPLIANT WITH THE FL BUILDING I 1B-13B �`•'•,FP CODE,A 2 WOOD BACKER MUST USED, \ ' ATTACHMENT BY OTHERS. NO.53705 iIf USE WOOD ANCHOR SPECS - EXTERIOR SIDE VIEW is _ NOTES: 1)FOR 2X WOOD-BACKED STEEL STUDS,WOOD I '0'n ANCHOR VALUES MAY BE USED. I ''.�ss'• ORIOP,.••G�t,; 2)SEE CORRESPONDING MULLION TABLES, SHEETS 5.20,FOR QUANTITY OF SCREWS. A.;LYNNMILLI E�2,P.E. FL P.E.#58705 i I i j ® � DETAIL F: DETAIL G: DETAIL H: FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION (F-CLIP) (ANGLE CLIP) (ANGLE CLIP) �zz . O SEEDETAILSA-E. ^pz g U 30'OR 45' SHEETS 2 AND 3 FOR INSTALLATION BAY MULL TO SPECIFIC SUBSTRATES. N MULLION m F O 0 O (n 0 0 0 0 0 0 0 0 ULI � O O TOP VIEW m SIDE VIEW I i m U o OF SHOWNWITHt'X4'X.126• TOP VIEW i i I F z J MULLION I I I I I �TYP.ANCHOR � O � I I 1 I PERSUBSTRATE, 7 L EXTERIOR y m b i i �SEETABLES 16B OR 168 g $ F I TYP.ANCHOR STANDARD MULLION CLIP I _PER SUBSTRATE, I I EXTERIOR -j (1)o �Z MODIFIED TO FIT FIELD ct SEE TABLES I8-14B CD I Q z -T CONDITIONS. 1 I 2'X MIN, Z Z Q Of p I I N 2 PERR MULLIONULLION END,MUSE BE Q N r I 1 I 1 INSTALLED INSIDE OF BAY MULL. F 4 Z o 0 O MULLION I I I I I W — `— � o' LLI 2'X5'X.126' II I I ANGLE CLIP, U Z Q O O I I t 2PER MULLION END, Q MUST BE INSTALLED I I INSIDE OF MULL. �— u m0m0 o�zw I �TYP.AN PERSUBSTRATE,ATE, SEE TABLES 1B-148 INTO WOOD, (f STEEL,ALUM INTO WOOD•STEEL, STANDARD CLIP TO BE EXTERIOR OR MASONRY EXTERIOR ALUM,CMU OR MASONRY MODIFIED INFIELD. ` ExiERIOR PRO DUCPRBV SBD m m © EL, �, F L•com81oyDei 0l the Ntorlda complying lwbNtoc 5.01 INTOWOOD,STE ® ® ALUM,CMUORMASONRY ` 1 EDGE O j DISTANCE 11iarn1 Edo Product Contcol PER ANCHOR i LA 11111111/rr EDGE - �----® DISTANCE E \` N PERANCHOR O NOTES FOR INSTALLATION OPTION G&H: i Pa��o''L,IGENS•�9/(�F,p ' � F NOTES FOR INSTALLATION OPTIONS F• 1)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION. No.58705 2)DETAIL G:SEE TABLES 1B-14B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE _ 1)DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26'X 2.11'X.125'MULLION. LOCATIONS. -L7 -• 2)SEE TABLES 1B-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 K,•, 1-pR 5. •�� LOCATIONS. (� F<ORIOI'.••' 3)THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. ��S, '•••••' ?'ONAL E� A.LYNN�ILLER,P.E. FL P.E.1158705 i I i i TABLE 1A ° � Mullion Capacity Table Ibefft kk 5 Opening Width(forverticaly-sparring mullions)or Opening Haight(for hodzontally-sparring mullions) oul m o 60 in 00In 701n 80 In 001n 1 D0In 120 In 140 N 160 In do F Re<tangular TrepRdaV. Reclanguiar Trep/Tdang. R.1mguler Tgffdarg. Rectangular Rap/Tdang. Rectanguler TfapfrdaAg. R.wngular Troplydeno. RecWgular Trep/Tdang. Rectangd f hapllllang. Rectangular Troprrdmg., C� � 1%2%.125 Loading LoeQlno Loadn9 Loading Loading Lowing Loading Loodn9 Loadng Loading Loading Loadng Loading LnednB Loading L-ffg LoadlnB Loodng gi 2 U Alum.Tube A & W & E F a i k b F Mullion a "s a a a a a ag a a a N 0 d d 3 t4 9 Y 3 3$ 3 d lS 8 c9 8 9� 5 8E 8 d 3E 3 3E 8 (9E 3 3� 8 m 421n 111.0 408 129.6 372 93.2 408 116.6 325 79.0 405 101.8 321 69.9 405 101.4 319 82.1 408 101.0 318 55.9 408 101.0 310 48.6 40B 101.0 318 39.9 400 101.0 319 35.0 408 I04.D 319 J W 481n 74.0 312 83.8 258 62A 312 73.4 252 53.5 312 67.0 248 46.6 312 63.2 246 41.6 312 6t.3 244 37.5 312 01.0 244 3t.2 312 61.0 241 26.8 312 6t.0 244 23.4 312 61.0 24( _ Cl) 50.626 In 63.8 281 70.6 2M 53.2 281 B1b 228 45.0 281 55.7 224 39.9 281 52.1 222 35.5 281 60.1 220 31.9 281 49.3 2119 28.6 281 49.3 219 228 281 49.3 219 20.0 281 49.3 219 '�o O rte. 541n 52.6 247 57.5 2117 43.9 247 49.8 202 37.8 247 44.8 19B 329 247 41.5 196 20.2 247 39.4 194 26.3 247 38.4 1B1 21.9 247 38.1 193 18.8 2{T 35.1 193 NA 247 38.1 193 W o F- m 601n 38.1 200 41.2 170 32.0 200 35.4 166 27,4 200 31.6 163 24.0 200 28,8 160 21.3 200 27.1 169 19.2 200 25.9 157 16.0 200 25.D 166 ~ J =1 631n 33.1 161 35.3 135 27.8 181 30.J 162 23.1 181 26.9 149 20.7 18t 24.5 146 10.4 181 22.8 144 16.6 181 2t.7 143 � (7tS m 661n 28.8 165 30.6 142 21,0 165 26,1 119 20.6 165 23.1 138 18.0 165 21.0 134 W 72 to 222 139 23.3 120 18.5 139 18.9 118 16.9 139 17.6 116 J a.o W d e mZ 76 N 10.9 125 19.7 109 15.T 125 16,8 107 Q J "• F J zz 76 In 17.5 118 18.2 104 Z 7 Q N O_ TABLE IB ANCHOR CAPACITY ADJUSTMENTFORMULA: Z o Anchor Ca aci Table Ibs u, mCo m� ANCHOR CAP.,,e„ o' o' Subslmlo: 23k Conerelo 3.5k Cono. H011m C4AU Filled C61U PT Wood f91,12 1el11 (OP-)X( '�')=ANCHOR CAP.,,, t7) 5/i6'Elco 114•SS Eko 5116'Elco 111'95 Elca ANSteel 912 Sleel steel MULLIO .,,,,,,,, Wx Anchor Cllp Pattome AncMrTypo: 3ri8EkoUlnacon 1!4'Eko Ulaaton 3/16'Eko Ulaecon 1/4'F.ko UihacanUl6aon AggreGalor Ullmcon Apgre6ata scmv(GS)screw(G5) w(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR N (Yp Edgo gstenoe Mk 1' 2-112' 1• 2-Irl 3-Il8• 1• 2.112' r 2AW 2' 3-Ste' 2• o.ae' 0.54• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN V x Q ?� Emix:dnenl MT 1-314• 1-314• 1-314• 1-va• r 1.114• 1-174' '1-ua• 1-ua' t-Iw 1-114• 2' rale' fare• lades ACTUAL PRESSURE REQUIREMENT FOR THE Q Z O O 2An Mm@4.75'Min.O.O.fftMarda08sel Clip(Fig.It 300 N3 390 Its 4501bs 880 15. 164 @.4 270 Its 280 ft 354 Ibs 7401bs 374 lbs 6841bs 946 Ns 3411M 4421ba 5110 un OPENING,WHEN IT IS LOWER THAN THE MULLION d� 4 Anclwrs @ 1.15't11n.0.C.f SWdud(or O9se0Op(Fig.2): 480 IM 700 W WA WA WA WA 38015. WA WA WA WA WA 6821bs 8851Its 11201bs CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Anotore G 3'MIn.O.C./(t)2x5 An9fo Clips/(Fq.3): 7801bs 7601os 680Ibs 15601bs 1896 Ns 5401bs 56016. WA 7601bs 7461bs 880 1b, 1892 1b, 682 Its 68515. 11201os MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 Anchom @ 0.15'AtN.O.C./UCIIp.Inlo.125•Alum.(Fig.4r. WA WA WA WA WA WA WA WA NIA WA WA WA NIA NIA 7151bs CAPACITY WHICH MAYBE USED TO QUALIFY C d 1 Arrohor/F-0Bp(Fq.S): 195 Ns 195Ibs 225 Ibs 4451bs 8221bs 135 ft 140 ib 177 Ibs 370lbs 1871bs 3321bs 4731ba 1701Ds 2x1 lbs 28o 1W ADDITIONAL ANCHOR OPTIONS FROM THE 2Anchm @ 1.15'Mln.O.C1 F..I(Fl0.8): 24016. 55015. WA WA WA WA 19015. WA WA WA WA WA 341 Ibs 4121hs 58015. ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE I: FIGURE2: TABLE NOTES: 1'R DUcTnvis(4D 0 ® ® u1 cnlrgtlyIng nith that Mail 1)SEE SHEET'1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. wdlpA Wdc .S ® SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 1.000' f-- Amp091c9 No "I O� Fxi Dpc ��40 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. r - FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. �li0rn( adt Prnducl Control ® ® e ® HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.000' 1(111 I I I 1177/ FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301SPECIFICATIONS.HOLLOW AND GROUT-FILLED L .125' \ N��••'•�)CENSF•.<<F`P'��i CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•90.WOOD SHALL BE PRESSURE-TREATED FIGURE 4: FIGURE 5: FIGURE 0: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 606345 AND BEA MINIMUM OF.125' `, _- No.58705 _ THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT VX 2'X.125-MULLION LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.#10&912 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. LLLL ILL UUJJJJ-- )3 O�'. STATE j ONAL 1 A.LYN�1r�AlI I�tR,P.E. FL P.E,#58705 I I I TABLE 2A w l� ix Mullion Capacity Table Ibslfts h Opening Width(farverBcaV-spagnirg muluons)orOPen)ng Holght(WholizontoW-speriring mtillons) C h� 60 In 801n 70 In 00 In OO In 1001n 1201n 14DIn 16014' o RecianguT. Tmp iarg. ReotargWaF TraptTrGq. R.I.ngutar 7raptIdanp. RwImigular Tis9cfeg, Reotenguiar TroWdong, Rectangular Tmlypiam Ra Wfl otar TFapRdarg. RaataFgWar Traprrdang. Roolargutar TmpRdeng- 7 1%2%•376 Loading Loading Loading Loading Loading Loading Louding Lowing Lowing Lowing Loadng Loading Loadl4g Loodlrg Loading Lowlg Loeng Lowing oho- u Atum-Tune 0� �.. u Fill TU Mullion g 9 _ � N 11.T111 i E f d2 dF < dF a 111 dF 1 dF E d d2 Z �� 421n 170.0 620 170.0 435 161.3 6ri2 170,0 478 120.7 662 170.0 GOB 113.6 662 169.6 618 100.0-6- 48 82 lose 517 90.8. 602 168,8 617 76.7 662 168.8 617 64.9 662 166.8 517 66.7 602 168.9 617 1 -00` 48In 121.6 607 138.0 419 101.-0 607 1192 410 68.9 507 108.7 403 76.0 607 1028 399 67.6 50T 89.6 397 80.8 507 98.0 396 60.T 607 99A 398 43.4 607 88,0 386 3a0 607 93.0 398 W S 60.62614 103.7 456 114.6 379 88,4 456 99,9 371 74.1 456 90.6 364 84.8 456 84.8 360 SU 456 st.3; 357 51.8 4S6 WC 356 43.2 456 80.0 356 37.0 458 a0A 356 324 456 80.0 356; 54 In 85.4 400 83.J 338 71.2 400 80,9 328 61,0 400 727 322 53.4 400 87.3 318 47.5 400 64.0 316 427 408 02.3 31A 35.8 A00 61.8 313 30.6 400 61.8 313 20.7 AGO 81.8 313 W p 0 m 60 in 623 324 619 216 51.8 324 67,6 270 44,6 324 61,2 264 38.9 324 48.8 ZGO 34.8 324 43,0 257 31.1 324 420 255 25.0 324 40.5 253 222 324 405 263 19.5 324 40.5 253: Imo.. to J 8314 83.8 294 67-4 252 44.8 294 49.2 246 38.4 294 43.8 241 33.8 294 398 23T 29,8 289 J7.7 234 26.9 294 352 232 224 294 33.5 230 19.2 294 33.4 230 16.8 294 33.4 230' J Oq In 48.8 268 49.fi 230 390 260 424 225 33.q ZOe 37.5 221 20.2 268 34.1 218 28.0 288 31,8 218 23.4 268 29.8 212 19.6 268 28.0 210 16.7 268 27.7 209 1A.6 ZBe 21.7 289 a :s 72 to 38.0 225 37.9 188 30.0 22S 322 191 25.7 22b 284 lea 22b 225 25.0 185 20.0 225 23.5 182 ta0 225 221 leo 15.0 225 20.3 177 228 226 19.8 178 21.3 226 18.6 t7Gl 7814 30.0 202 320 777 25,5 202 27.2 173 21.0 202 23.6 170 19.2 202 21.5 107 17.0 202 1111 165 153 202 18.4 183 128 202 18.7 160 10.9 20'2 15.0 1% 9.0 202 15.6 158, � �o W 8 cZ 7814 28.3 192 29.8 168 23.0 192 25.1 165 20.2 192 220 182 17.7 192 18.7 159 75.7 162 18.1 157 14.2 102 16.8 155 11.8 192 15.2 152 10.1 192 14,4 150 8.9 192 14.2 750 •Q _.( V 9014 18.5 144 18.0 128 154 144 18.1 126 i Q o 9814 16.2 127 15.8 113 < 75; CD p TABLE 2B tp ti o so ar ANCHOR CAPACITY ADJUSTMENT FORMULA: 03•!4 o An hot Capacity Table fibs) ANCHOR CAP.,r W X Y mY SWslmta: 2.7k Con-10 3.5k Cono, HoDwUAU Filled ChlU PT Wood Molal (OP,}X ANCHOR CAP.,,, N W MULLION CAP.,a,,,_) 5'i6'EfOo V4•SS Etco&tb'Eko 174'SS Eko kt03teeI d1231ee1 dt23teet 1'• AnCirorT7Xo: 3ti6'EtOO USir4eon 14•EkO Uliracon 3758•Elco uaracon ttd"Elco Uiimton (� h.' Q O AndhorClipPatterns UnteOon ApgreGai« 11214 AtglaGator 3crcw(G5)SOMW(G5) SOW(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR EO9a 0141enca(in}: 1' 2.112' 1^ z-1r S1l8' t" afl2• r 2.14• z• a•u9" 2• D.4s• 0.51• G,a24• CAPACITY REQUIRED'CORRESPONDING TO AN air- Z..� LO Embedmani k 1,174' 1.314• 1-314' 174' 2• I. i-174' 1.114• 1.114' 1-174' 1-174" 2' I ve, 1.38• larks ACTUAL PRESSURE REQUIREMENT FOR THE ��' m 0 3�0 2AnahOrs@4.75'Min.O.C.I StomiaN«pGset sip{Fp,IX 390Iba 3901Ds 4501bs ago ibs 1644 Ws 270 lbw 280 Ws 35416, 7401bs 3741W 664 Ws 9481W 341 1b. 4421bs 01bs OPENING,WHEN IT IS LOWER THAN THE MULLION e 4Mttq(a@1.15`Min.RC.l SIeM3rd{«OBsaO pip(Fig,2X 488 ibs 7001W WA WA NIA WA 380Ibs WA NIA WA WA WA 662 IDs 885iW it20 ibs CAPACITY(FROM THE TABLE)OF THE SELECTED C. 4 Ancbors®3'Min.O. 1(2)2s5 Anglo pips I(Flo,3X 70010, 7001W 880@, 15601bs 18981W 5401W 560IW WA 760[be 7401ba 6801os 18921W 682IW 885IW 1120 In MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 Ancirwv 0,45'ktfn.O.C.!U4,1tp,Inio,127 Alum.(Fig,4X WA WA NIA WA NIA WA NIA WA NIA WA WA WA WA WA 7161W CAPACITY WHICH MAY BE USED TO QUALIFY i An4h«!F-Clip(FIg.5): IBS 106 195 lbs 225165 4451bs 822 No 13510s 1401W 1711bs 3701be 1B71W 332 Ws 4731W 1701W 221 ft 280 Ws ADDITIONAL ANCHOR OPTIONS FROM THE 2An4has(e0 1.15'Mfn.O.C.J F-Clip(Fig,8X 24O SDs 350Ibs NtA WA WA WA 199 Ws NtA NtA WA WA WA 3d11W 442 ibs 560 Ws ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. i I 1 FIGURE 1' �FIGURE 2`: PRODUCPREV)SBO TABLE NOTES: a,c0 n>ph'1ng whh tho PtOdda Building Cbtk 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Aarpamm"o SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. --) 1.000' r- Do 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. BY .11vni edc Pr u4t Control FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23. t 111 t 11! Q {,� HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2,000"Li LYNN O FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. \�� ONY.•-•••••�1f( �� ANGLE CLIP MUST BE USED IN PAIRS. a��.''�\GENSF''•E<`.Q �� 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED •375' �- CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 490.WOOD SHALL BE PRESSURE-TREATED = No.58705 ' FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T6 AND BE A MINIMUM OF.125' i THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 1•X 2'X.375"MULLION � LEAST.126'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 1 '0•"" } Et [17THE MATERIAL.070&912 ANCHORS INTO WOOD MAYBE STEEL,18.8 S.S.OR 410 S.S. I r ks ��.^ i i �, s 721 OfVAL .1 A.LYNN MILV1R,P.E. j FL F.E.#68705 { • i TABLE 3A 2 a � Mullion Capacity Table pbsiR a Opening Width(for veNcally-spanning mullions)or Opening Height(for horizontally-sparring mullions) 601. 601n 701n 80 In 001n 1001n 1201n 1401n 1601n ReclongWar TrapTlarp. R<derpNar TmpTdang. Rcolan0ulor heplTAong. Rectangdar TrepRAsng. Rectangular Trap7atang. Reclergdar TreplTA,no. Rectangular Trop/81ang. Rectangular heprtdang- Rectangular Trap/1Aan0.f 1 x2.76x �� Loading Loedna Loading Loading Loading Loading Loadng Loadno Loading Loading Loading Loading Loading Load.g Loafing Loading tLoading Laadin9 c= = U .376 Alum. 2, .. .. '�.. ,. •�.. '�.. .-. a ,. •q r IT!� Mullion 8 � Lt JN Tube �_ � �� a �� 8� � � � c � �� 8 o m 8 f 6 6 6 6& 6 p`• 61 1� 613 6 6 W 11 42 in [41.8 820 170.0 435 170.0 7M 170.0 476 170.0 865 170.0 608 170.0 992 170.0 619 170.0 1118 170.0 621 170.0 1240 170.0 Sit 148.7 1101 170.0 521 127.5 1301 170.0 621 111.6 1301 170.0 521, J W 48 N 708 170.0 524 170.0 850 170.0 684 170.0 992 170.0 830 170.0 1133 170.0 681 151.8 1139 170.0 677 138.6 1139 170.0 650 113.9 1119 170.0 680 97.6 1139 170.0 680 85.4 1139 170.0 680 _ �'£ In 50.6251. 747 170.0 563 170.0 696 170.0 631 167.6 1032 170.0 664 146.8 1032 170.0 723 130.5 1032 170.0 747 117.4 1032 170.0 756 97.9 1032 170.0 756 839 1032 170.0 768 73.{ 10R 170.0 758, p 541n 797 170.0 612 161.3 907 170.0 691 118.2 007 164.7 730 120.9 907 162.5 720 107.5 907 145.0 714 96.8 007 141.1 710 60.6 907 140.0 709 69.1 907 140.0 709 60.6 007 140.0 709 ? CD F_ 601n 735 151.5 625 117.6 735 130.3 611 100.8 735 116.0 699 68.2 735 106.2 590 78.4 735 99.5 583 70.5 735 95.1 676 58.8 735 01.6 674 60.4 735 91.8 574 44.1 735 91.8 674; F- .J.1 ..FF 031n 9 666 130.0 570 101.6 666 111.5 657 07.0 666 88.9 547 76.2 666 90.1 638 67.7 668 83.9 531 60.9 666 79.6 526 50.8 6% 75.8 621 43.6 666 75.6 621 38.1 666 75.6 621, j m b1 65 In 0 607 112.4 622 88.3 607 96.1 511 76.7 607 85.0 501 66.2 607 77.1 493 58.9 607 71.5 486 53.0 607 67.6 481 44.2 607 63.4 478 37.8 607 62.7 474 33.1 007 62.7 474, Z W g d E 72N 510 85.8 443 68.0 SID 71.0 431 56.1 510 &.J 426 51.0 570 57.9 419 45.4 510 51.3 413 40.8 510 50.0 408 34.0 S10 45.8 402 29.2 510 41.4 390 25.5 510 M.7 399, '8 W 761n 458 72.5 400 57.8 458 81.7 392 49.6 468 64.7 385 43.4 456 48.6 376 38.8 458 44.0 373 34.7 458 41.6 See 28.9 458 37.7 362 24.8 458 36.0 359 21.7 458 35.7 358 J J rcZ 781. 435 67.0 361 53.5 435 66.8 373 45.9 435 49.8 366 40.1 435 44.7 360 35.7 435 40.9 355 321 435 30.1 361 28.8 435 34.4 344 22.0 435 32.6 341 20.1 435 32.2 340 ~ Q N O 90 In 327 43.1 280 34.8 327 36.4 285 29.0 327 31.8 280 26.1 327 28.3 275 23.2 327 25.7 271 2069 327 23.7 286 17.4 327 21.0 262 14.9 327 19.3 258 Q r Z 951. 267 35.4 257 28.7 287 29.9 252 24.6 287 26.0 248 21.6 287 23.1 244 18.1 287 20.9 240 17.2 287 19.3 237 14.4 287 16.0 232 t U)fO81n 227 24.7 205 20.2 227 20.8 201 17.1 227 16.0 188 15.1 227 18.0 195 X rn o' W to 1111. 22.3 215 22.7 194 18.6 215 19.1 191 15.9 215 16.6 186 N (n y 1201. 17.6 164 17.9 187 U X Q O O TABLE 3B ANCHOR CAPACITY ADJUSTMENT FORMULA: rL N Z fD (A Anchor Capacity Table(lbs) ANCHOR CAP.,,,,,,,, �a SUWlrelo: 2.7k Concrel. 7.Sk Conc. Hollpw CMU Filled ChlU PT Wood Metal (DP_) )=ANCHOR CAP.,, .� 5/16'Eko 1114'SS Eko 5116'Elco 114'SS Ekc 010 Steel 812 Sleet 812 Sleet MULLION CAP.,,,,,,,,,, G $ Anchor Clip Patterns Mchor Typa. 3116'Elco Ulirecon 1H'Eko UIVacm 3118'Elco UlVocon M'Ek.UlVacon U If.. A9gmGetor Uilracon ApgroOmor Solw(G5)Sereel(G5) Sorew(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge Distance(in): I' 2-112' 1• 2-12' 3-118• 1• 2.12' 1' 244 2' 34/87 2- 0.46' 0.54' 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN Emlxdmenl Dn): 1.314' 1-3/4' 1.14' 1.3/4' 7 f-114' 1.114' 1-1/4' 1414' 1-114' 1-114' 2' fare' 11-16' varies ACTUAL PRESSURE REQUIREMENT FOR THE 2Anelgn @4.75'A11n.O.C./Standard or 09set qlp(Fig.7): S901bs 3Wibs 450lbe BOO ibe 1644lba 270 lbs 280lbs 3541bs 740 lbs 374 lbs G841bs 0461bs 3111bs 4421bs 660lbs OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchors @ 1.15'Alin.O.C.I Slondard(or O(het)Clip(Fig.2): 480 lbs 1101as WA WA WA WA 380 Ills WA WA N/A WA WA 6821bs 085lbs 11201bs CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Amlws@3'Min.O.C./(2)N5 Angle pips/(Fig.3): 7801bs 780tH 6001bs 5W IW 1896lbs 54D lb, 660 ills WA 760 IM 748 No ON lbs 1892lbs 682 lbs 8851bs 11201bs MULLION.ITWILLMAY A MINIMUM ANCHOR 2 Anahore @ 0.45'W..O.C./U471p.1nt0.125-Alum.(Fig.4): WA WA WA WA WA WA WA WA WA WA NIA WA WA NIA 715lbs CAPACITY WHICH MAY BE USED TO QUALIFY 1 A.WI F479p(rq.5): 1951hs 19s Ibs 225 lb, 4451bs. 0221M 1351bs 1401bs 177 lbs 370lbe 1871he 332Ibs 473 Ibs We lbe 221 lbs 280 lbs ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anchors @ 1.15'Mln.O.CJ F-Up(Fq.8): 240Iba 350Ibs WA WA WA WA 1901bs WA WA WA WA WA 341 Ibs 4421bs 560lbs ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. RODUCI'REVISHD CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. u complying wish tbo Florida ulidell Codc eoepimcv No-.1. UAG, FIGURE I: FIGURE2: Z TABLE NOTES: --I 1.000' I- ® ® ® diemll ado Product Control - 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. 11 111 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS 15 ALLOWABLE. \\� O��V LYNN^�,�7ii,/ FIGURES: ��t CENS CF i 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.750' ® ® 0 HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. D1' No.56705 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 .375' ".O FIGURE 4: FIGURE 5: FIGURE 6: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL BE PRESSURE-TREATED �T f�'•,• S A�TE10 ,W YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063.75 AND BE A MINIMUM OF.125' I I �• THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 1'X 2.75'X.375'MULLION '••F�ORtOP,. LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND �� THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. •� A.LYNNIMILLE'f�,P.E. FL P.E.#58705 l i TABLE 4A Mullion Capachy Table Ibstft' Opening Width(for mocally-spartring millions)or Opening Height(for horizontalVsParring MLAIDns) 501n 6o In 70 In 80 In 901n 1001n 12o In 140 In 16o In yz� $k O 1%2.76 X Rectangular TreplTdarg. ReclangWar TrepTdang. Reclanguiar haplTdong. RcclangJ.1 T1ap/Tdang, Roclangular Trep/idanp. RoclangJer Treprrdang. Roolangular TrepRdeng. Roote.gJaf TrepTdang. Recimit ter TraprrI..g. Loadreg Loadng Loafing Loa4n9 Loafing Loadng Laadng Loadng Loading Loadog Loadng Loafing Loading Loafing Loadn9 Loafing Loafing Loadrq oz .660 Alum. L• F F F L• 2:• F D 2• D F F F F 2• F F F D F L• F D F F Tube Mullion �. a� pB n_ $.g gam , & o g g $ a• $ g 0.B $,� �� a 9 c3 3 or3_ u Is g h. u a� s 2 _42 In 170.0 820 170.0 435 170.0 744 170.0 470 170.0 666 170,0 508 170.0 992 170.0 519 170.0 1118 170.0 621 170.0 1240 170.0 521 170.0 1486 170.0 521 158.7 1820 170.0 521 138.6 1820 170.0 521 -j (L J = 481. 170.0 708 170.0 524 170.0 850 170.0 564 170.0 992 170.0 030 170.0 1133 170.0 681 170.0 1275 170.0 fin 170.0 1417 170.0 680 141.7 1417 170.0 680 121.5 1417 170.0 680 100.3 1417 1740 60o o O 50.625 In 170.0 747 170.0 583 170.0 698 170.0 631 170.0 1046 170.0 884 170.0 11 B5 170.0 72J 162,8 1288 170.0 747 156.3 1288 170.0 758 121.8 1288 170.0 756 104.5 1288 170.0 768 91.4 1288 170.0 768 W p O 0 54 In 170.0 797 1710 012 170.0 956 170.0 691 170.0 1118 170,0 754 150.7 1130 170.0 603 133.9 1130 170.0 037 120.6 1130 170.0 856 100.5 1130 170.0 681 86.1 1130 170,0 081 75.3 1130 1740 Bet 1n 601n 170.0 885 170,0 701 146.5 015 162,3 781 125.5 915 144.5 748 109.0 915 132.3 735 97.6 015 123.9 M8 87.9 915 118.5 720 732 915 114A 715 62.8 915 114A 715 54.9 B15 115.4 7151 I- _I J 631n 151.6 630 161.8 710 120.5 830 138.9 694 108.5 830 121.2 661 94.8 Me 112.2 670 84.4 830 104.0 082 75.9 630 99.4 656 03.3 830 94.5 649 54.2 830 94.1 849 47.4 830 94.1 849, Z 661n 132.1 757 140.0 650 110.0 757 119.!1 638 04.3 757 105.9 824 82.6 757 98.1 014 73.4 757 841 600 66.0 757 64.2 800 55.11 757 711.0 503 47.2 757 78.2 691 41.3 751 76.2 591' g W c Jm .7 638 108.8 552 84.8 638 01.0 540 F37.2401 80.1 530 03.8 636 72.2 521 68.5 636 08.6 514 60.0 EC18 02.3 508 42.4 638 57.2 500 38.3 BJ8 65.3 407 31.8 838 552 491 6 571 00.4 496 72.1 571 78,8 488 67.4 479 54.1 571 60.0 471 48.0 $71 65.5 484 M2 571 51.8 459 38.0 571 47.0 451 30.9 571 44.8 441 27.0 571 44.5 458 Q O 0 542 81,4 474 68.7 $42 70.8 465 02.1 456 50.0t40735.3 449 44.4 542 51,0 442 40.0 542 47.5 437 33.3 542 42.9 429 28.6 542 40.6 425 25.0 542 40.1 423 Q N p .1 407 61.7 361 43.4 407 45.4 355 30.8 349 32.5 343 28.9 407 32.1 338 28.0 407 29,0 334 21.7 407 26.1 327 18.6 40724.1 372 18.3 401 23.0 310Z.9 356 M.1 320 35.8 358 37.2 314 32.4 309 28.6 304 23.8 358 26.1 300 21.5 358 24.0 296 17.0 358 21.0 280 15.3 358 19.2 284 XU) Lo .1 283 30.8 255 25.1 283 25.0 251 22.5 247 18.8 244 10,7 283 18.0 240 15.1 283 10.5 N.8 267 28.3 242 2J.1 287 23.8 238 20.8 275 17.3 231 f5.4 287 18.5 228 U x Q .0 229 22.3 209 18.3 229 16.6 205 15.7 229 10.2 202 �LN 0 O d=� z O TABLE 4B ANCHOR CAPACITY ADJUSTMENT FORMULA: o m0 s.O Anchor Ca act Table lbs ANCHORCAP.,;,•,,,-) £0- SOolmle: 2.7k Comrele 3.5k Cono. Hollax gdu Filled CMU PT Woad Metal (DP.,,)X( 1=ANCHOR CAP.- CA AP.,,, , �° rc-7 5116'Eko 1/4'SSEko 5116-Elca 1/4-SSEko BIOS 41291ee1 01281ed MULLION CAP, , Anchor Clip Patterns A.W Type: 3116-Elco Ullmcon 114'Eko UlVecan 1'18'Eko UlVacan 114'Eko UlVacan UIVecon ApgmGekr Ullrecon A9pre0alw SomnIcel 41281col) Sam(GS) USE THIS FORMULA TOOB7AINTHE'ANCHOR Edge dslanco(in): 1• 2AW 1• 2-17 3.118' t' 2d7 1' 2-17 2• 3.118' 2' 448- 0.0.4- 0.324- CAPACITY REQUIRED'CORRESPONDING TO AN Embedmeal(in): 1314' 1314' 1-314• 1314' 7 14140 14140 1.114• 1-1M' 1-114• 1-114• 2- 13/8' 1-311- lades ACTUAL PRESSURE REQUIREMENT FOR THE 2Amhom®4.75'Min.O.C.1StanderdwOBsel Up(Fig.t): 3901Ds 390 lbs 4501bs 69010. 1644 lbs 2701bs 260 lbs 354 lbs 74016. 374lbs 664 1b. 946 lbs 341 lbs 4421W 56016. OPENING,WHEN IT IS LOWER THAN THE MULLION 4Anchd @1.15 Min.O.C.I S1andud(w Offset)Clip(Fig.2): 4601bs 70D lbs WA WA WA WA 38o lbs WA WA WA WA WA 80216. 7221lb-3 1120 lbs CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Anchors®J'Min.O.C.1(2)215 Angle pips 7(Ftp.3): 78070. 780105 88016. 156016. 1898 @s 540 lbs 58010. WA 76016s 7481ha BBo IDs 1892lbs 61216. 112010. MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 Anoh-Q 0.4Y Mn.O.C./U12ip,Into.125'Alum.(Fig.4k WA WA WA WA WA WA NIA WA WA WA WA WA WA7151bs CAPACITY WHICH MAY BE USED TO QUALIFY 1 Anchwl F•C5p fflg.5): 105 lbs 195 lbs 225 lbs 445 lbs 822 Ibs 135 W 140Ib. 177 Ibs 370 lbs 16776. 3321bs 473 lbs 170 Ibs 28016. ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anchors®1.15'hun.O.CJ F421p(Fig.6Y. 240lbs 350 lbs WA WA WA WA 190 In WA WA WA WA WA 341 Ibs 56016. ANCHOR CAPACITY TABLE RODUCI'REY158D NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. U CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. l undinn Lm cc $ IIIc Florid Ovcptm w No FIGURE 1: FIGURE 2: TABLE NOTES: --il 1.000' i-- _ on ate ® ® 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. `4ier91 edo Product Conlro'� \1111111111/7/1 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. �i�/ FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE,FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.750' •�1GENSF .p ® ® ® ® HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. No.58705 �1 :• ••,zlr FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.F- _ ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 0 CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL BEPRESSURE-TREA7ED - '•, ( ZR EE((�s:'fjj= 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' O F THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE)..STRUCTURAL STEEL TO BEAT 'i ' '� •••,P�ORIOP,.•' \\� THEM TE THICK AND 136,ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 1'X 2.75'X.650'MULLION ' �SS ... ,, C � ® THE MATERIAL 010&N12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. i 1,I ]VAI- 11� /1 IONA . t A.LYNNIMILLER,P.E. FL P.E.#58705 j i i i i i ' f TABLE 5A I n Mullion Ca ao Tablo(IbsM!l 1Yy Oponing Width(for wrUcaV-SpwYirQ mtilions)or0poning Holght(for horizoNal"pa arg mUtions) O C 501n 601n 70 In 80 in 90 In 100in t201n 140in ISO in ;zw5 10 Rao 07n'lar Traprod"o' Rectengutar Trap'TdSao. Rocta,lguter 7rsgYfdang. Rsctangdar Trapfoiang- Rectangular Trap?long, Rectaflgofar Trap?dang. Reotongoisr Tfw1darfg. ReatengfAar Tropfrdaffg. Rectangular TtapTrdong,i a 1"X 3.126"X Loading Loading Loadng Loading Loading Loading Loafing Loading Loading Loading Loading Loading Loading Loadng LoadnilLoading Loading Loading f o Tuba Alum A � a � 115 � rs T. r kc) x � r i Tuba Mull B a a,. a .., a A• il w�f ~ a u m 42 to 170.0 620 170.0 435 170.0 744 570.0 478 170.0 888 170. 508 170.P 882 170,p 510 S70A 1118 110.0 521 170. 1240 170.0 521 170.0 1468 170.0 521 170.0 1735 170.D $21 164.4 1802 170.0 521'�� W 11 In 170.0 708 170. 524 170.0 8% 170. 584 170.0 092 170.0 630 170.0 1133 170.0 681 170.0 1275 170.0 077 170.0 1417 170.0 680 157.7 1577 170,0 680 135.1 1577 170.D 060 118.2 1671 170.0 680! 2 e to 50.625 to f7R0 747 570.0 663 170.0 898 170.0 831 570.0 5048 170.0 664 170.0 1185 170,0 723 17R0 1345 170.0 747 170,0 149; E0. 756 141.7 1455 170.0 758 121.5 1495 170.0 758 190.3 5{85 t7R4 758' W O� d S41n 170.0 707 170,0 et? 110,0 958 170,0 681 170.0-TI-18 170.0 754 170.0 1275 170.0 803 168.1 1401 170.0 837 149.5 1401 170.0 858 124.0 1401 170.0 881 100,8 1401 170.0 861 93.4 1401 170.0 8611 m M � BO in 170.0 665 170.0 701 170.0 1083 170,0 707 158.5 1158 170.0 878 138,7 1158 187,0 926 123.3 1158 156.6 917 111.0 1156 149.7 910 92.5 1158 144,5 903 79.3 1166 W.5 003 89.4 1156 144.5 003 N J 63{n 170.0 930 770.0 745 159.8 1049 170.0 850 137.0 1449 155.5 880 118.8 10{9 141.7 8{8 100,5 Y0{9 132.4 836 95,9 1049 125.5 828 79.8 1048 it9.3 820 88.5 1049 5189 8f9 58.9 1048 ii8.9 818 j V? c -7681n 186.8 065 170.0 789 139.0 955 161.3 804 118.1 955 133.7 788 104.2 856 121.4 776 92.8 955 112.8 705 83.4 9% 106.4 757 69.5 955 99.8 749 59.6 955 98,7 748 62.1 055 00.7 746 Z L7 LU E •aj -i2In 1285 803 134.9 897 107.0 803 114.8 802 01.8 803 101.1 670 80,3 803 91.2„ 859 71.4 803 83,9 819 64.2 803 70.8 642 53.5 803 72.2 632 45.9 003 89,8 828 4R1 803 69,7 8271 j �Z 78Ut 100.2 721 114.1 529 9L0 721 97. 610 76.0 721 85.1 605 68.3 721 78.6 $95 80.7 721 70,5 SW 64.6 721 65A 619 45.5 721 69.4 66S 39,0 721 68.6 684 J4.t 721 58.5 583 ,4 a� g { 781n 101.0 Bed 105.{ 509 84,2 684 89.4 587 722 BB4 78.4 576 63.1 684 70.4 567 66,1 S. 84.4 550 50.5 684 $9.9 551 42.1 694 54.1 541 38,1 684 51.3 536 31.6 684 50.6 534 <`( 1-.4 o 901n 85.8 614 87.9 458 6i.8 614 b7.3 448 47.0 614 50.0 M0 41.1 514 44.6 433 386 514 40.5 427 32,9 514 37.3 421 27.4 Si4 33.0 412 23,6 514 30.4 406 20,6 614 29. 403 Q ct3 Z o 90 to 54.2 452 55,7 404 45.2 452 47. 398 38.T 45? 409 390 33.9 452 Sed 384, 30.1 452 32.9 3T6 27.1 452 311.3 373 22.8 452 28.8 385 28.4 452 24.2 358 18.5 452 22.8 $55 fJ X g �0T- o h° 5081n 38.1 357 38.0 322 -it_7 367 32,7 317 27.2 357 28.4 312 23.8 357 25.2 308 21.1 357 22.1 303 19.0 357 20.8 299 16.9 357 18.0 293 13.8 367 t6.2 287 11.0 357 15.0 283 LU 04 lit In 35.1 338 35,8 306 29,2 S2 S2 338 Jv.' 301 25,0 338 26.1 296 21.0 338 23,1 292 19.5 338 20,8 ?.S 17.5 330 t9.0 284 14.6 338 18.3 278 12,5 338 14.8 273 itA 338 13.8 268 4•ej in S2 120m 27.7 289 ?82 283 23.1 2&8 23,7 259 10.8 289 20,5 256 17.3 ?80 18-1 252 /S,4 289 I. 249 13.9 289 14.9 248 SL8 289 i2.8 240 9.8 289 11.4 238 8.7 289 70.4 232 (,� X d O TABLE 5B a Z in 4n AneharCe diet Table Ih9 ANCHORCAPAGiTYADJUSTMENTFORMULA: g a -. mW go ANCWORt.;A,P.,n„ �m� Subslrale: 2.7k CorcrtlO 3,bkCmc. - llotlow Cl,IU FNeO ClAU PT WOW I,tetal (DP,,,)X( f�r�=ANCHOR CAP.",„ Anchor Typo 9'16'Elco Ultracal 114"EkOUXracOn 6'i6'Eted y15 E1c0 UX1acm 1r4'Eko Uttmcon T7d•SS Eko GIV Elco 114'SS Efco 010 Siad 012 Steel 912 Steel MULLION CAP.,,;,,, AnchorClip Palfame Unmcon gggreGelor UX.0 AggfeGaa S10Sled Scram(GS) Sum(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge Mance 0n) 1• 2-v2' 1• 2-vr 3118` r 2-1fr r 2.1t2, 2' 3tt8• r 0.46' o.54• 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN EmtKanell n 1a/4" _ 7.3'4' t.a/q• Lyd' 2' 1.114• 1.1/4• 7-I/4" S•Iro' t-v4• I-Ila• 2• tare' tare• vanes ACTUAL PRESSURE REQUIREMENT FOR THE 2Anctors 4.75 hitn O,C.t StaMa'0a01511 Cop tEig.Ik 300los 397TH 450165 i R6 TSMIBS 270IDS 2830. 3511bs 740 its 374 tos 664 Ins 946104 341 Its dd2 kos 166Its OPENING,WHEN ST IS LOWER THAN THE MULLION 4 ArXhas®1.15'1,{InO.C./-St ajdard(a Ol6et)Cllp Phi 2)' dP01B4 70016; IIIA IgA IgA mA 3801ts IIIA IUA IIIA IUA IUA 682 an 8R516s 1120M CAPACITY(FROM THE TABLE)OF THE SELECTED aAMM.�3'Fttn O.C.!(2)2<5Arg1e G8AS!{n9.3r 'So ]os 7m Its 680 ms 15WI.1 1806 lbs 5a0 ias 560 tt6 NIA 76411. 748los BBD Its 16929. 582185 $65 Scs tic'D ms MULLION.IT WILL YIELDAMIN7MUM ANCHOR 3Anctors U 0.45"I,IIn.O.C.7 U-0Bp,Into,125 ATum.n 4) IIIA IUA IIIA IUA IIIA IIIA IUA NIA IUA IUA IUA IUA IUA IUA 1073 ma CAPACITY WHICH MAYBE USED TO QUALIFY S A rm 7 F4¢p(F g.6T 195 ms 195los z2S Ws 4459. 82z ps 135104 143 ex 17710s 3701t. ts?Ibs 3a2 os .73164 1701DS 22I me 280 lbs ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anchors p 1.16'HIM O,Cl F•CBp g SIC 210105 354104 NIA M IUAIIIA NIA 10011. IIIA IUA NIA IIIA IUA 341163 442100 L691W ANCHOR CAPACITY TABLE, NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. PRODUCrPEVISED Is go Ing whtl the Florida F-1'000'"iugdIng OD do C O FIGURE 1: FIGURE 2; TABLE NOTES: i ® 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING, iami adc product CanN01 SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS, t \AtUtttttT FIGURE 3: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3J25 j t N 7� .�' i `J��Ob�....,..,n1/✓(� Hifi 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. .;� C�.• 4\GENS", •'.FSP HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No.56705 'k l ANGLE CLIP MUST BE USED IN PAIRS. 4) • 50(r SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED (��(,c��'t`"�`-•�-_ FIGURE 4: FIGURE 5: FIGURE 6: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED i YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125' f STATE OF �` • THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND A1'X3.125'X,5"MULLION S 45"THICK(t8 GAUGE).STRUCTURAL TO BE AT `� ORION..., \� LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (p VF MULLION) 1 ' '..... C4. ® THE MATERIAL 910 B<#12 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. �`i 8/01\ E%xIAL A.LYtIIS'fv111111L t,P.E. FL P.E.#58705 I I 1 i TABLE 6A Mullion Capacity Table(lbstfe) - F Opening Width(forvertIcaily-spanning mUllons)or Opening Height(for horizontally-spanning mullions) 601n60In 701n 801n Bilin 1DOIn 1201n 1401n 1601n Y� 0 RoclenpWu Trep'7dw1g• Re<1anBular 7ropTdOng. Ralengular TrepRderg. RectengWar TraplTden9• Rcblangulbr TropRdenO. Rcclengller 7�opRdan9. Reolmllular TreprTde.g. ReetenB.ler T L:dan9. Recls 1.1 TropRdan9. '•ti o w 1 X 4%.126 Loading LoadnB Loafing LoadnB Loadn9 Loadn9 LOadn9 Loadn9 Loadln9 Loafing Load.9 LoednB Loetlin9 IAadne Loafing Loadn9 LoadnB Loadne 0 2 x U Alum.7ubo Mullion 81� � e � � � 8 � � � - a �� "- .m € 15 s f' 59 s3 a. sL g 89 s� .sa �� s z� $g s� a� p a� U) O W 421. 170.0 620 170.0 435 170.0 744 170.0 478 170.0 068 170.0 We 170.0 992 170.0 619 170.0 1116 170.0 521 170.0 1240 T_170.0 Rl 1 170.0 1458 170.0 521 145.6 1489 170.0 521 127.6 1489 170.0 621. J w 48 In 170.0 708 170,0 624 170.0 650 170.0 684 1 170.0 992 1 170.01 630 170.0 1133 170.0 661 170.0 1275 17D.0 677 156.3 1303 170.0 680 130.3 1303 170.0 680 111.7 1303 170.0 680 97.7 1303 170.0 680. _ �u W 60.8261n 170.0 747 170.0 683 170.0 898 170.0 8J1 170.0 1048 170.0 684 170.0 1195 170.0 723 168.1 1235 170,0 747 140.5 1235 170.0 768 117.1 1235 170.0 756 100.4 1235 170.0 768 87.8 1235 170.0 75fi L1) 00 o O 641n 170.0 797 170.0 812 170.0 958 170.0 691 170.0 1116 170.0 764 154.4 1166 170,0 603 137.2 1158 170.0 837 123.5 1150 170.0 856 102.9 1158 170,0 861 88.2 1158 170.0 881 77.2 1168 170.0 861'' j 0 W 601n 170.0 885 170.0 701 166.7 1042 170.0 797 142.9 1042 161.1 832 125.1 1042 146.7 615 111.2 1042 138.8 801 100.0 1042 130.2 791 83A 1042 125.1 782 71.5 1042 125.1 782 625 1042 125.1 702 631. 170,0 930 170.0 745 151.2 992 101.8 818 128.6 992 144.4 709 113A 992 131.0 782 100.8 902 121.4 768 90.7 882 114,8 758 75.6 992 108.4 745 64.6 992 108.0 744 56.7 892 108.0 744 � � 661n 165.4 947 170.0 789 137.8 947 148.0 786 118,1 947 130.3 788 103.4 847 117.7 752 91.9 847 108.7 736 82.7 947 102.2 727 68.9 947 95.1 713 59.1 947 94.0 711 51.7 947 04.0 711 Z U g e s 721n 135.9 849 142.7 737 113.2 849 121.0 722 97.0 649 106.0 708 84.9 049 98.4 690 76.5 849 88.7 6% 67.0 849 62.7 076 66.6 849 76,3 659 48.5 849 72.6 652 42.5 849 72.4 651, ? LU n 161. 115.6 762 120,7 665 96.3 762 102.6 652 82.5 762 90.0 640 72.2 762 80.8 629 64.2 782 74.2 820 67.8 762 69,2 043 411.1 762 62.8 602 41.3 762 69.9 597 36.1 762 69.4 595 Q J �� f 781. 108.9 724 111.4 834 69.0 724 94.6 621 76,3 724 62.9 609t35.8478 74.4 699 694 724 68.1 691 63A 724 63.4 583 44.5 724 67.3 573 38.2 724 54.3 567 33.4 724 63.5 565 F Q D) p 901. 69.6 50 71,8 483 58.0 543 60.7 474 49.7 643 52.8 400 47.1 458 38.6 643 42.8 452 34.8 643 39.6 446 29.0 643 34.9 436 24.8 543 321 430 21.7 543 30.7 426 Q z N 00„p BB In 57.3 478 !17.2 .9 427 47,8 476 49.7 419 40.9 478 43.2 412 38.6 406 31.6 478 34.6 400 287 478 320 195 23.9 418 28.1 386 20.6 478 25.8 380 17.9 478 24.2 3TC Ns1081. 40.3 377 .1 341 33.5 377 34.8 J35 28.8 377 30.0 330 28.6 325 22.4 377 24.0 321 20.1 317 22.0 117 18.8 377 19.0 310 14.4 371 17.1 304 W 1I1 in 37,1 357 .8 323 30.9 357 31.8 316 26.5 357 27.6 313 244 309 20.6 357 22.0 ]OS 18.5 367 20,1 301 15.4 357 17.4 294 Q_ VU) U)1201n 29.3 308 .8 278 24.5 3D6 26.1 274 21.1) 306 2i.7 270 19.2 207 iB.J 308 17.3 263 V x Q O O 144 in 17.0 212 196 d= Z (n rn TABLE 6B b` $a ANCHOR CAPACITY ADJUSTMENT FORMULA: Anchor Ce aclt Table Ibe ANCHOR CAP.;,,,,_ �� subetrete: 2.7k Concrete 3.5k C-. Hollmemu R9edCW PT wood mew (DF„)X� )=ANCHOR CAP.,,, 5116'Eke 114'88 Elco 5110'Elco 114'93 Elco 910 Steel 81231ec1 612 Sletl MULLION CAP.,;o,,,d Anchor Clip Patterns MCMr ryes. 3116'Elco Ul9acon 114'Eke Uluecan Ull mon 3116'Elco Ul9econ i/d'Ek.Uluacon AM ata Uhrocon A99rcaetor sow(05)S<mW(G5) Screw(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Etlpo Oislanco(In): 1' 2-W' 1' 2.12' 3-1/6' 1' 2-12• I" 2.12' 2' 3.1/6' T 0.48' 0.54' 0.324' CAPACITY REQUIRED".CORRESPONDING TO AN Embedment(in): 1.314' 1-314' 1.314' 1-314" 2 1-114' 1.1/4' 1.1/4' 1-1/4' 1-114' 1-114- 2 13/6• 13/6• 'ares ACTUAL PRESSURE REQUIREMENT FOR THE 2Anahom @ 4.76-Min.O.C./Standard W Met CFP LFI9.182): 39U lbs 390 ks 450 Its 890 I 1644 Its 270!be 28011,3 354 lbs 74D lbs 374 It, 664 lb, 948 lbs 341 lbs 442 lot 6601bs OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchors®2.25'Min.O.C./Stendsm(or0rse0 Clip(F1g.3): 7001bs 700 lbs %0 Its 141911,3 952 MWA SBOlbs WA 630lbe WA 880 lb. WA 862113 885163 vi2o th, CAPACITY(FROM THE TABLE)OF THE SELECTED BArwhas®1.15'1.n.O.0/9urdud(or00sel In(F'l.4): 060 Ib3 1400 lb, WA WA WA NIA 760 lbs WA WA WA WA WA 1383 Its 1770!be 2240 We MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Anotars®3'Min O.C,I(2)2x5AngIe Clips I(FIg.5): 780113 760[be 880 lbs 1560 lbs 1896 lbs 540 lbs 5601bs N/A 760 lbs 748163 880113 1892113 682 IW 685 Im 112o lbs CAPACITY WHICH MAY BE USED TO QUALIFY B Anatxve®3'Min O.C.f(2)2x5 Ante Ups I(Fig.5): 1170 Ibs 1170 ibs 102011,3 234011,3 2644163 8101bs 901bs N/A 71401b, 112211,3 1320th, 2B361b, 102211,3 1321 lbs 1680 its ADDITIONAL ANCHOR OPTIONS FROM THE 4 Anchors @ GAY NM.O.C.1 U471p,inla,125'Alum.(FIg.7): NIA WA WA WA N!A WA WA WA WA WA WA WA WA NIA 1430 ks ANCHOR CAPACITY TABLE. PRODUCT REVISED `cnV2 Anchors@ 2.25m Min.O.C1F-019(F19.6): 35011, 350 ibs 290 IM 70511,3 478103 WA 280Ibs WA 315163 WA 44011,3 WA 3/111,3 442163 560113 B ildis OD avhh the Florida Accdptg Cosh V1" 4 A.CMm®1.15'Mtn.O.C!FL11p(FIp,9): 480 IM 700 its WA WA WA NIA 38011,3 WA WA WA WA WA 88211,3 BBS lbs 112011,3 -.1 1,000" r- AReptmtc0 NO NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. Aata6 Ely TABLE N07ES: Hand eProduct Control 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 ii111111111/ ° ° ° ° ° ° • • ° ° e ° SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. \�� ...... 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. i IN P��, •i,\CENSE '•.FAQ �� 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES 14.000" No.56705 _ TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW FIGURE 5: FIGURE 6: FIGURE 7: SUGGESTED,APPROXIMATE HOLE LOCATIONS, • • • e 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED ' ` �� •• %��'. S 1.01E •:�: • • • • CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW .125" T '•..,FCORIOP.•'• \�: SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125'THICK.STEEL '��s "•••-••' \G.` • STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125"THICK 7 ,S/ONN- 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.$10& 1'X 4'X.125' A.LYNt•I 912 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. I MULLION FL P.E.4 58705 I i i TABLE 7A ; I B�h n MutltonCa act Tabte ibstft2 qM�� u Opening Width(forvertIcallyspamlt5g mullions)orOpening Height(for hodlomally-spsrdng mUlions) ' to 60 in 80 in 70 in 801. 00 In i0bin 120 in 148 in IBR in : o 1 x4x.37b Rect-awl. Ttaprrdeng. Rectangular Trop7dang• Reolwgular TtapRdang, R.I.ItgUar R.Wftng. Reotangular Traptrdang. Rectangular Trep7Tdan9. Rectangular ttoplidang. Rectangular Trap/Tdang. Reotangular 'npTdmg. °n• Loafing Loading Loadag Loafing Lwdng Lwdog Waring Waring Ludlag Loading Lwdn9 Lwdng Lwdrg Loafing Loafing Wading Loading Lwd��[ ox x Alum,Tubo b L• L� a a t• � „T„ t• A D ,�• a D D D kg a .b •''"' T111 •s., a '.Y.. '0 2t •a A -tea -ads `� •0 .. •b Mulllon N�� ale 3c <Z .'teee 'rE S ''�Y, �a W se a a a s o: 7r O W 421.1 170.0 620 170.0 435 170,0 74{ 170,0 470 170.0 668 170.0 $00 170.0 992 170.0 119 170,0 1110 170.0 1121 170.0 7240 170.0 521 170.0 1458 170A 621 170,0 1735 170.0 621 170.0 1983 170.0 621 48 in 770.0 708 170.0 524 170,0 850 170,0 58{ 170.0 892 t70.0 630 170.0 1t33 570.0 661 570.0 1275 170,0 677 170.0 1417 1740 680 170.0 1700 170.0 680 170.0 1983 170.0 680 t6t.8 2024 170.0 680 60,624In 170.0 747 170.0 663 170.0 896 170,0 631 170.0 1040 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 170.0 1703 170.0 768 156,0 1918 170.9 750 136.5 1918 170.0 756 d'm U) 541.1 170.0 797 170.0 612 170.0 850 170,0 691 170.0 1116 170.0 754 170.0 1275 170.0 603 170.0 1434 170.0 837 170.0 1594 170.0 858 169,9 1799 170.0 801 137.1 1709 170.0 887 120.0 1799 170.0 881 131 p p -Win 170.0 865 770.0 707 770.0 7083 770.0 797 170.0 12-00 110.0 878 170.0 1417 170.0 944 170.0 1594 170.0 998 155.5 1619 170.0 1033 129.6 1610 170.0 1063 111.0 1619 170.0 1063 97.2 1659 1704 7063 <00 831.1 770.0 930 170.0 745 170.0 1118 170,0 550 170.0 1302 170.0 940 170.0 1468 170.0 1015 168.7 1642 170.0 1076 141.0 1642 170.0 1122 717.6 1542 168,5 1168 100.7 1642 167.0 1167 88.1 1542 167.9 1157 J Z 66 in 170.0 9A 170.0 789 170.0 1169 170,0 903 titl.0 7384 770.0 1002 180.6 1472 170.0 1086 142,8 1472 160.8 1148 120.5 1472 158.8 1110 107.1[742 147.8 1108 01.6 1472 146.0 1104 80.3 1472 fdH.O 1704 Z to g m {2 S 121.1 170.0 5461 779.9 876 770.0 7275 170.0 1009 150.6 1320 166.2 5101 132.0 1320 149.9 1082 117.3 1320 137.8 1096 105.6 1320 128.6 1048 88.a 117.0J-112 1320 112.6 1013 66.0 1320 112.5 10t2 5... W _ 78In 1740 1122 170.0 977 149.6 7104 159.4 1073 128.2 1184 139.9 994 112.2 1184 125.7 978 99.7 1104 175.3 964 09.8 7184 1-07.5- 70 07.3 852 74.8 07.6 1 718{ 93,1 027 bB.1 1184 92,3 025 J a rrZ 781.1 7&6.7 7124 170.0 987 _738 4 5524 547.0 965 116.6 1124 128,8 947 103.8 1124 175.6 831 92,3 1124 105.6 918 83.0 1124 98.5 SSS 69.2 69.0 1124 84.3 881 51.9 1124 83.2 678 J r 901.1 109.5 644 711.5 750 80.7 1744 94.3 738 77.2 844 82.5 724 87.8 844 73.3 772 60.5 844 86.6 702 64.0 844 61.4 683 45.0 542 864 60.0 668 33.8 844 47.7 662 d Z N 961.1 89.1 742 01.6 663 74.2 742 77.2 652 83.6 742 87.2 041 65.7 742 59.6 631 40,6 742 64.1 622 44.5 742 49,8 614 37.1 43.0 8 742 39.6 590 27.8 742 37.6 664 �708N &2.8 885 83.6 530 52.1 588 538 521 44.7 586 46.8 $13 39,1 598 41A 605 34.8 588 37.3 498 31.3 566 34.2 492 28,1 29.8 586 28.8 472 19.5 688 24.7 466 111 N 57.6 555 68.8 603 48.0 655 49.6 495 45.2 665 42.8 487 38.9 555 36A 480 32.0 655 34.2 473 28.8 553 35.3 487 24.0 553 27.1 555 24.3Me 18.0 553 224 442 45.8 475 68.4 433 3(7.0 475 39,0 426 $2.6 476 33.7 420 28.5 475 29.8 414 25,3 475 268 qD9 22,8 476 24.6 401 190 476 211 q75 58.7 307 14.3 475 17.2 Jef 144 N 26.4 330 26.7 305 22.0 330 22.d 301 18.0 330 19.3 297 76.5 f US 17.0 203 Z TABLE 76 c0 to d 9 m O x0 Anchor MadlyTable jibs) ANCHOR CAPACITY ADJUSTMENT FORMULA: `2 �0mw 3ubstmle: 271e Comme, 35k Houmv CMU ANCHOR CAP.,,p,,,,, Fiiicd CA1U PT Wood Metal (DP,)X =ANCHOR CAP.n, AncWTyP.: 3110'Ek.Ullmoon 114"Eko Ullmem 5116'Eko yt&'ENO UlUacon tl4'Eko UlVecm 114'S8 Eko 3116'Elco 114'SS Eko MIO Steel 412 Sleet 012 Steri MULLION CAP-„b,,,,,, Anchor Clip Patterns Ullracon nWregator mtacon A0gfe0alor Sarms(05)SO"ON SC(eWl05) USE THIS FORMULA TO OBTAIN THE'ANCHOR Ede.Otst 1(7n): 2•irz' i' 2-ird' 341e' 1" 2-ir2' 1• 2.12' 2' 3•t/B' 2• O.d6' 0.54• 0.324• CAPACITY REQUIRED`CORRESPONDING TO AN Embedment(m): 1.314' 1.31-0• t-314' 1.314' r 1-114• t-I/4' 1.114• U44' 1-114- t-114' 2' tale' 1.3/8• tales ACTUAL PRESSURE REQUIREMENT FOR THE 2Anch.m(g 4,75•Mtn,O.C.7 S11 W ao9sei Cep(FI9.1&2}: 390145 390Ib3 450[b& 890165 16-04 fbs 270 Lbs 280105 354 Ibs uo Lbs -3F4Im 6m lbs 846149 341 Ibs 442 @s W r. OPENING,WHEN IT IS LOWER THAN THE MULLION d Mchors®223 ASN.O.C.I SleMard(or06set)UP(FIg,3): 7001b5 700 Ib. 580145 14101bs 952745 N/A 560145 WA 630140 WA 080 lbs WA 682145 8851bs 17201b5 CAPACITY(FROM THE TABLE)OF THE SELECTED UA 00M(g7.f5'Mh.O.C,I31e14ord(ac0Bs.@C9P(Fig,4)c 860 fbs _i400-Ibs WA WA WA WA 760 IW NIA WA WA WA WA t3&31bs 1770Ibs 2240@s MULLION.IT WILL YIELD A MINIMUM ANCHOR d Anchors 0 3'1111 O.C.1(212x5 Ao01e apo 11F11,57 780 IDs 780 Ibs -6807bs 1560145 1896 1b& 540 lbs 660Ibs WA 760lbs 748Iba 880145 1892145 082140 eBS lbs 1120145 CAPACITY WHICH MAY BE USED TO QUALIFY snneMrs�3'Mtn O.C.!{2}2x5 Argte Gips J{Fq.By: ttJ0 t6s ISTD Lbs 7020745 23-06145 2&14tW 810765 844145 WA 1540145 5122145 1320Ibs 2838 1b3 1022 1b. lazyix 1W0ros ADDlTlONAL ANCHOR OPTIONS FROM THE 4 Anotkrs®0,45'bun,O.G I U431p,Into.125'Alum.(Fig.1): WA WA WA NrA WA NIA WA WA WA WA WA WA WA NIA 1d301b. ANCHOR CAPACITY TABLE. PRODUCT REVISED 2AW-6 225'Min,0.01 F-alp(F1g,8T 3507bs 350[os 290705 705 Lbs 4781ba NIA 289149 WA MMS WA 440145 WA 341 ft 442 iM 5&01w is wraplona whh the pWda 4 Anchors 01.15'Min.0.01 F-alp(Fie,0): 460 Ns 7001bs WA WA Wp WA 360145 WA WA WA WA NIA 662 lbs 8&5105 1120140 ! ugditO,iQdC NOTE:FOR THE OFFSET CLiF,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP_ 4avptuncoNo Y -••` 1.062' 1--aL�I 1.000' TABLE NOTES: 45ami oda Product Conwi 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 INFORMATIONON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 1115 t111111Tr2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. ♦��ON••"•1'•••3}MULLION AND MULLION CUPS 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' : No,50705SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. -FIGURE5: FIGURE6: FIGURE 7: !4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND .2-°( 15 GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SALL CONFORM TO ASTM C-90.WOOD SHALL BE ;(�'• r•1-ATE F PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55,ALUMINUM SHALL BE6063.76 AND BEA MINIMUM 8 GAUGE). RALS"THICK.STEEL STUDS 26 BEA MINIMUM GRADE 33 AN0.045'THICK NCHORS L ' .376' :CSS NTOMETALSHALLEXTENDATLEAST3SCREWTHREADSBEYONDTHEMATERIAL ALL#110$#12 1'X4'X.373' t•X4'X,375' 4 'r7//S��IVA)f}C ANGLE CLIP(FIGURES 5&6}MUST BE USED 1N PAIRS. TEEL TO BE AT -THICK AND A.LYNN Iv�ILLER,P.E. ANCHORS INTO WOOD MAYBE STEEL,18.8 S.S.OR 410 S.S. "T'-MULLION MULLION FL P.E.#S8705 ER, I i 3 TABLE 8A o �N Mullion Capacity Table(IbsKe) Opening Width(f amingmNlions)orOpening Helght(for llod ritally-spennlrlgmtfans) 50 In 601n 70111 80 to 90 In 100 in 1201n 1401n 180 in r�m• O 1.26"% Rectangular TraprTher; RectmgWer Map,4rlang. Rectangular Treprrdang. Rectangular Trapfrdeng. Rectangular Tr4p18lang. Rectangular TrapfTdang• Rectangular Trapfidano. RedmgWar Trepm.ng. Reclmgular TnegMeng. Loafing Loafing Loafing Loading Loading Loadrg Loafing Loadne Loading Loading Loafing Loadn9 Leadng Loam Loading Loadnp Loading LaadngLD l oz 9c U 3.188"x t zss"Alum € € FLit Tube Mull a •� 2. �� st.:3 a a a a 3 a a 3 a ao a a 39 a a" 3 3 a a a c3 B o a 3� a r3 3 43 a� s s b. � a IS s §� g s s 19 $ s� s �g �� a a � s� b� � is �� '� '� a� 9 � g a 's� fo rc �� ¢ `519421n 170.0 620 170.0 435 170.0 744 170.0 478 170.0 888 170.0170.0 619 170.0 1116 170.0 621 170.0 1240 170.0 521 170.0 1488 170.0 621 170.0 1735 170.0 521 151.6 1769 170.0 521 J LU 481. 170.0 708 170.0 524 170.0 850 170.0 684 170.0 992 170.0170.0 661 170.0 1276 170.0 677 170.0 1417 170.0 .680 154.8 1546 170.0 680 132.7 1648 170.0 680, 116.1 1548 170.0 600j50.625 in 170.0 747 170.0 563 170.0 See 170.0 631 170.0 1048 170.0170.0 723 170.0 1346 170.0 747 167.0 1468 170.0, 766 139.2 1468 170.0 766 119.3 1d68 170.0 766 104.4 1468 170.0 756 W o S O 64111 0.0 787 170.0 812 170.0 958 170.0 691 170.0 MIS 170.0 734 0.0 1279 0.0. 803 161.1 1376 170.0 637 146.8 1376 170.0 856 122.3 1376 170.0 881 104.8 1376 170.0 861 0,1.7 1378 170.0 861 m 0 I-- M n 170.0 865 170.0 701 170.0 1063 170.0 797 168.8 Me 170.0 878 139.0 1158 167.4 930 123.6 1158 168.8 919 111.2 1158 160.0 912 92.7 1158 144.8 905 79,4 1158 144.8 805 09.5 1156 144.8 am F-• W J 631n 170.0 030 170,0 745 160.1 1051 170.0 850 137.2 1051 155.9 862 120.1 1051 142.0 648 106.7 1051 132.3 837 96.1 1051 125.7 830 80.1 1051 119.5 022 68.6 1051 119.1 621 60,0 1051 118.1 821 7 661n 167.1 857 170.0 789 139.3 957 161.6 805 119.4 957 134.0 790 104.4 057 121.6 777 926 957 112.8 787 83.6 857 106.6 769 69.6 957 100.0 750 59.7 957 96.9 746 52.2 957 98.9 746 Z J z m C 721n 128.7 804 135.2 698 107.3 804 115.2 684 91.9 804 101.3 671 60.4 804 91.4 660 71.6 804 84.1 650 64.4 004 76.8 643 53.6 804 72.3 633 46.0 604 69.9 629 40.2 804 69.6 628 7-g 78111 109.4 722 114.4 630 BI.2 722 97.2 816 78.2 722 85.3 606 68.4 722 76.7 596 80.8 722 70.3 566 54.7 771 65.5 680 45.8 722 69.6 b70 39.1 722 50.7 665 34.2 722 50.2 584 J¢ S` o!� U r 761. 101.2 685 105.6 600 84.4 805 89.8 588 72.3 685 78.5 577 63.3 665 70.5 We 66.2 685 64.5 560 50.6 665 60.1 553 42.2 685 64.3 543 38.2 685 51.4 537 31.6 655 60.7 536 F N `- r Q O 90 In 85.0 515 68.0 457 54.0 513 57.6 449 A7.1 515 50.1 441 41.2 315 44.7 434 38.6 516 40.(1 428 37.0 313 37.4 422 27.5 SIS 33.1 413 23.5 515 JOS 407 20.6 515 29.1 404 ¢ )( Z N 06 in 6 9. 453 55.8 404 45.J 45J 47.1 J97 36,8 461 41.0 391 33.8 451 36.4 385 30.2 45J 33.0 378 27.2 463 30.4 J74 22.6 453 26.6 368 19.4 453 24.3 360 17.0 453 22.9 756 o o O 1081n 38.1 358 39.0 323 3t.6 358 328 318 27.2 358 28.4 313 23.8 356 25.2 308 21.2 358 22.7 304 18.1 358 20.8 300 15.9 356 18.0 293 W M 111111 J5.1 318 35.8 306 '20.3 338 30.1 301 26.1 338 26.1 297 22.0 338 23.2 283 10.6 336 20.9 289 17.8 378 19.1 285 I x to 120111 27.8 280 28.3 264 2J.2 280 23.8 260 19.9 280 20.6 256 17.4 280, 18.2 253 16.4 290, 18.4 249 U N Q O O 1441n 16.1 2111 16.3 186 Z�'0 s:� TABLE 8B ANCHOR CAPACITY ADJUSTMENT FORMULA: �-E "' €�ce AnchorCe acl Table Ibg ANCHOR CAP.,;a- o w o'er rc� su0strata' z.7k corc.de Cmc. RCuowadu Fluee cLtu PT Wood Metal (DP)X( )=ANCHOR CAP.,, 6716'Elco 114'SS Eko Me Elco 114'SS Elco 010 SIGH 812SIdel 112511e .MULLION CAP.,,„,,,,.,, Anchor Clip Patterns Mchu TlPa. 9'I6'Elco Unlacm If4'Eko Ulirecon 3'16'ElcO Ulllacm 11d'Eko UI12c0n uurscon nggccalor unrecm .400060,21" Screw(cs)Screw(C5) Sc-(05) USE THIS FORMULA TO OBTAIN THE"ANCHOR Edge pstarce gn)' 1• 2-112' 1' 2-17 3.118• r 2-117 r 2-vr z 3-116^ 2' 0.48• 0.54• 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN EmDednmt n- 7314• 13'4• 13/4' 13'4• 2• t-v4• 1414' 1-114' 1-114• 14/4• 1414'- 2' 138• 13'8' rales ACTUAL PRESSURE REQUIREMENT FOR THE 2 Ancinrs @ 4.75'IAIn O.C.I Slandald er OrSel UP(Flg.1): 300 IDS 3901tx 4501as 8901Ds 160 IDS 270 lbs 280 ine 351 lbs 740 IDS 374 lbs 664 IM 9t61as 3111Us 442 its we Ins OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Arch"s @ 1.15'IAIn O.C./stmoard(or Ctfset)Cflp(ng 27 400 IDs Tao lw NfA IVA IIIA IIIA 380102 NIA IUA IIIA IUA IUA 652 IDS, 885 me 1112011). CAPACITY(FROM THE TABLE)OF THE SELECTED 4Arche.@T Min-O.C./(2)2x5 Angle Cops I ft 3) 780103 760101 6°A los 15!010,1 1117(11151 SAO IDS 660108 NIA 760101 7461bs 800105 1802 IM 6821Ds 8S5 Its 1120 It. MULLION.IT WILL YIELD A MINIMUM ANCHOR IArcront®0..-M I..O.O./U-0I1p,11110.125•ANm.(Fig.4j IIIA IUA NIA IUA IUA WA fl/A IUA IIIA IUA IUA NIA IUA 1430 me CAPACITY WHICH MAY BE USED TO QUALIFY 1Arclx)f1 F4:9p(Mg,6) 19510,1 1051[8 22510,9 4451as 822 lus 1351as 140 IDS 177109 370116 1871D5 332105 473102 17olDs 221101 262lDa ADDITIONAL ANC ROM THE 2AncD1nd41.1'IAIn O.0/FCII g.6p 24010,1 350 line IUA IUA NIA IIIA 190109 II/A IUA NIA IUA IUA ail IDS 442101 51010,1 ANCHORCA 'CIT TABLE. PRODUCI'REVISBD m Oerrri)4) l8 way the Plodda NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. Bunding Oodo .D , A FIGURE I: FIGURE2: 1250•-^I onytmLovldo TABLE NOTES: ® ® 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION �2farni ade Product Con;rnl ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. -�- 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. i Nl LYNN q ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3'188„ \P VIGENSC F,p l T SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS T�-;• }� 0 ® ® f7S) SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 265„ No.58705 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 •'�r RE 4: FIGURE 5: FIGURE 6: r '��'rte BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55,ALUMINUM SHALL BE /f :Q'•, S-Al-0- (V. O 60MT5 AND BEA MINIMUM OF.125"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND 3.188'X.265'MULLION %��` '•.�,L ORIDh.••' .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.12b'THICK AND A36.ALL (1.1/4"VF MULLION) �'��Ss """• \1G.` ® ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. I//�Q(�1gI-G`�� #10 R 1112 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. I A.L�NON'�t�((.LER,P.E. FL P.E,1158705 I I I i II TABLE 9A Mullion Capacity Table(Ibelf?) r~')rrl✓1 Opening Width(forver9c lly-spanning mullions)or Opening Height(for hodzonta9y-spar24ing mUQons) 5010 6010 7010 8010 90 N 1001n 120In 14010 16010 x'14 LLO 1.26%726 Rectangular Trap/T0an9, Reclangular Tmp/ndng. Nolen gular TmpTdnOg. ReetaKular Traprfrlxn9. Rectangular Tmp'rdam. R.I.rouler hep/rdang. Raclelgul4r TmpTAang. Rcclen9uler TrepTdan9 Reclanguler Tmp/fderg, o q8 w Loading Loafing Loaffng LoadN9 Looding Lca6n9 Loadng Loading Loed&nB Loa6n9 Loedn9 LoadBg Loadrg Lwdn9 Lead"' Loed9g Loafing Loafing oz g x.10D Alum.Tube y�j pp Mulli _ F$, on Lt p S`. � 0` R` d (3fl 9 f1 S` �- �' `�• N m zr� 42 N 170.0 820 170.0 435 170.0 744 170.0 478 110.0 868 170.0 We 170.0 992 170.0 519. 170.0 1118 170.0 521 153.3 1118t70.0 521 127.7 1118 170.0 521 109.6 1118 170.0 621 85.8 1118 170.0 621 W J W 49 N 170.0 700 170.0 621 170.0 850 1700 6041 187.8 978 170.0 830 140.7 978 170.0 (01 170.4 978 170.0 877 117.3 978 110.0 680 97.8 978 170.0 600 03.8 978 170.0 600 73.3 070 170.0 680 J S 50.625 In 110.0 747 170.0 56] 170.0 898 170.0 631 1550.7 927 170.0 684 131.9 927 188.5 708 117.2 927 159.1 699 105.5 927 168.3 696 87.9 927 156.3 695 75.4 927 156.3 695 65.9 927 156.3 695 _ - f7) �o O 54 N 170.0 797 170.0 612 154.5 889 170.0 691 132.5 869 153.9 683 115.9 869 141.8 669 103.0 869 134.0 660 92.7 869 t29.8 655 77.3 889 128.0 652 68.2 869 128.8 652 57.9 669 128.8 652 60 N 143.2 7in CD 46 163.8 634 119.4 748 132.3 620 102.3 748 117.8 608 89.5 748 107.0 599 79.6 746 101.0 692 71.6 746 08.8 687 69.7 748 93.3 583 51.2 746 93.3 583 44.8 746 03.3 683 M N ,Je W In 123.7 077 132.0 678 103.1 817 113.2 568 88.4 677 100.{ 655 77.7 OT7 9150 618 68.7 677 65.2 639 61.9 677 81.0 631 61.6 871 71.0 620 44.2 871 78.7 629 38.7 677 78.7 62D ! ~ C) J W 60 In MIA 817 114.1 530 69.7 617 97.6 518 70.9 617 88.3 609 67.3 617 78.3 500 59.6 617 72.5 494 63.8 617 68.7 409 44.8 617 04.4 463 38.4 611 63.7 402 33.11 0f1 13.7 402 I � (L m � 721. 62.9 610 97.1 450 69.1 510 74.2 440 59.2 610 85.2 432 61.0 618 611,6 425 48.1 618 64.2 419 4150 618 60.7 414 34.6 516 41.8 408 20.6 618 45.0 405 26.9 518 43.0 405 Z J i p 781n 70.5 465 73.7 406 68.7 485 62.6 390 50.3 485 54.9 390 44.1 465 49.4 384 39.2 465 45.3 370 35.2 465 42.2 374 20.4 405 38.3 367 25.2 4155P19.6, 22.0 485 36.2 313 j N d sW 78 In 65.2 441 68.0 387 54.3 441 573 379 48.6 441 60.6 372 40.8 441 45.4 366 36.2 441 41.6 360 32.0 441 30.7 356 27.2 441 34.9 349 23.3 441 20.4 441 32.7 345 � J ��o:Z 90 In 42.4 332 43.8 295 35.4 332 37.0 289 30.3 332 32.3 284 26.5 372 28.6 200 23.8 3]2 26,1 216 21.2 332 24.1 272 17.7 332 21.3 268 15.2 332 13.3 332 10.7 260o 1:90N 36.0 291 36.8 280 20.1 291 70.3 256 25.0 291 28.4 252 21.9 291 23.6 248 19.4 IBI 21.3 241 11.6291 19.5 241 14.6 201 17.1 236 12.5 291 I Qz N 1081. 24.6 230 25.1 208 20.5 230 21J 205 17.5 230 10.3 201 15.4 230 IB.2 IB8 � U) to y1p- 111 N 22.8 218 23.1 197 18.8 210 t9.{ 19J 18.2 218 16.8 181 11.1 218 149 188 N Jr o B 1201n 17.9 187 10.2 170 14.9 1BT 15.3 107 LU XLO Y `� U N a 0 0 Q Z to to "O s;0 TABLE 9B ANCHOR CAPACITY ADJUSTMENT FORMULA: 14 €� Anchor Ca achy Table(1133) ANCHOR CAP.,,,,,,,,, �^ S�rc� S.Wralo: 2.7k Concrete 3bk Caw. Hoar"Wu Filled CMU PT Wood Metal (DP.)X( )=ANCHOR CAP.,,, 6/10'Ell 114'SS Elco 316•Elco 1/4'SS Elco 810 Slcel 812 51ee1 812 Stell MULLION CAP.,,a,,,.e. Anch or C lip Patterns Amtwr Tyfo: 3/18'Elw UOmcon tM•Eka UlBaon 3118'Elw Ulm. tr4•Elco Ullman ) ) USE THIS FORMULA TO OBTAIN THE'ANCHOR Uluaeon AggreGala Uleocon AMIreOalor Screx 105 Screw(GS Screw(G5) Edpe oistance M): 1' 2-112' t' 2-112' 3-1/6• 1• 2.112' 1• 2-1/2 T 3.1/6' 2• 0.48• 0.54- 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN Embe0men10n): 1.314• 1.314' f3l4' 1314• 2' 1.114• 1.114' 1-1 r4• 7-1/d' 1-174• 1474- 2' 1-078' 13/0' wiles ACTUAL PRESSURE REQUIREMENT FOR THE 2Amhm@4.76•Min.O.C./Standard or0fRct Olp(FV.1): 390lba 390 lbs 450169 800 lbs 1644[be 270 lb. 280 lb, 35410s 740lbe 374!be 864 me 946 Re 341 Ibs 442 lbs 560 lbs OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anclwn @ 1.15'kiln.O.C.f Standard(of ORsel)CIp(Fig.2} 4e0 lbs 700 lbs WA WA N/A WA 380[be WA N/A WA WA WA 88z lbs 8851bs ii2o lbs CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Anclwre @ 3'MIa 0.0.1(2)295 Anglo 01ps/(Fig.3): 7801ba 780 R. 6W Irs _T_601bs IM It l 540lbs Seo les WA 760lbs 7481bc 8m lbs 1692 lbs __B21bs 885[be 050 R. MULLION.IT WILL YIELD A MINIMUM ANCHOR 3 nwlare @ 0.54 Mm.O.C.r ualp,Into.100'Alum.(Fig.4} wA WA N/A WA N/A WA WA WA NIA WA WA WA wn' wA 959lbs CAPACITY WHICH MAYBE USED TO QUALIFY I Anotwrl F•Clp(FIg.5): 19510.3 195 Its 225 lbs 445 lbs 8221tn 13516s m Im 1771bs 3701bs 1871trs 332 IDs 4731bs 1701be 221 lbs 260 lbs ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anchors@ 1.15.6110.O.CJ F�CIp(Fig.B): 24016s 350 in WA WA NIA WA 100[be WA N/A WA WA WA 341 lea 4421bs 560 iba ANCHOR CAPACITY TA9LE. HODUCI'RBVISCD camplylag trhh(be Florida "cpf 03N A .01 I ctxptano6 No 'T- FIGURE 1: FIGURE 2: TABLE NOTES: -1.250' ooD ® ® ® ® -. ® ® 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION divN ado Ptedtt:4 Ccnlrol ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. fUu)r/ 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. \��v Oda`( LYNN 4, �z� FIGURE3: 3.250' �\•�\��. I,IGENS�'<�`�� ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS t P ® ® ® ® BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. - )1 IJ u.�5y8705 IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND - ��`Z--� ry• FIGURE 4: FIGURE 5: FIGURE 8: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM LC-90.WOOD SHALL .100' •• v'�jza ((/ BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE -L O S{_ATE'vs. ® ® 6063-T5 AND BEAMINIMUM OF.100'THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND I %��.•'•,,/•'(pR(pP,.•'G\�� .045-THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125"THICK AND A36.ALL1.25-�X3.25'X.100• 0 B ® ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. ��s MULLION 71i15]1/ONA1- 1110&572 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. A.6hN58705 �`E.d 58 OS E F I I TABLE10A u Mullion Capacity Table(Ib96t7) Opening Width(for vedicaUy-sparring mlgiolts)orOpening Height(forhadzortallyspenldng millions) 50 in 60 In 101, 80 Ingo in 100 in 120 in 140 In 160 in W ai O 1.2b X316 Rectatgular Papf Mang. Rectangular Traplydeng. ReclanAular Tmp'rriang. FtMmgulw Tmp7dang. Raclongular Trep+rriang. Rocungular T1apTmng. Radangular Traprrd Rectangular Tlap'Tdang. Reclangdor TrepWang. 1 Lo T, Loadin8 Loading Loed'ug LoadUg Loading Loading Loading Loading Leading Loading Lo4,ding Loadgg Loading Loadirg Loedng Loading Leading I o2 g U x.824 Alum.Tube .« _ .S •5.. -. •U.- .y .g 1:' .F .� �.. 'E„ .. .' 5.. 'U5 •5 'Fu.. 5 'H.. ,. '8 Mullion 3 8 e o 0 8'" o s o >� os, � 8 M 1 ,q@ 1e � N v ua is ua u u ugge u' iaa u v v u u u u u v v v Sq U v u o iia ci ue u u u m �' " r$ �,'yi'o �' P'� �?. u 5$ S 5•'u L$'�c e 5A. r. �r 5•a�'. a s3 5.r; S.6 O F 42112 170.0 620 170.0 175 170.0 711 170.0 478 170.0 068 170.0 506 170.0 992 170.D 619 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 621 170.0 1987 170.0 621 { J W 481n 170.0 708 170.0 624 170.0 BSO 170.0 684 170.0 992 170.0 630 110.0 1133 170.0 661 170.0 1216 170.0 677 170.0 1417 170.0 680 170.0 1700 170.0 600 169.7 1979 170.0 680 140.5 1979 170.0 600 J = 50.616 in 170.0 T/7 170.0 563 170.0 896 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 INS 170.0 747 170.0 1494 170.0 756 170.0 1793 170.0 756 152.5 1877 170.0 766 133.6 1871 170.0 756 u 7 p O 641n 170.0 797 170.0 612 170.0 SSG 170.0 691 170.0 1116 170.0 754 170.0 1276 170.0 803 170.0 1434 170.0 837 170.0 1594 110.0; 666 166.-0 1759 170.0 061 134.1 1769 170.0 861 117.3 1759 170.0 861 m p I- cq 60 in 170.0 885 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 870 170.0 1417 170.0 014 161.1 1511 170.0 996 145.0 1511 170.0 1037 120.8 1511 170.0 1063 103.6 1511 170.0 1063 90.6 1511 170.0 1063 i V (0 J 631n 170.0 930 170.0 74S 170.0 1116 170.0 060 170.0 1302 170.0 340 156.6 1370 170.0 1015 139.2 1370 170.0 1076 126.3 1370 164.0 1092 101.4 1370 16SA 1072 89.6 1370 155.3 1070 78.7 1370 165.3 1070 W U) q 661. 170.0 974 170.0 769 170.0 1169 170.0 903 155.6 1248 170.0 1002 136.2 1248 158.6 1013 121.1 1248 147.1 1000 108.9 1248 139.0 US 90.8 1248 130.4 976 77.8 1248 129.0 975 68.1 1248 129.0 916 Z (/)z° �• rC m yg J 72 in 167.6 1619 170.0 878 139.9 1049 160.2 892 119.9 1019 132.1 876 104.9 1649 119.1 660 93.2 1619 109.7 848 07.9 1049 101.7 838 69.9 10-09 94.7 813 59.9 1049 91.2 820 b2A 1039 91.1 810 0 76 in 142.7 931 149.1 822 118.9 971 126.8 BOS 101.9 911 111.2 791 89.2 941 100.0 777 79.3 911 91.7 766 71.4 941 85.6 767 69.5 9d1 71.6 741 51.0 931 74.0 737 d4.6 9{1 73.3 736 rein 172.0 094 137.6 781 1160 894 116.9 767 94.3 894 102A 753 82.5 093 91.9 740 73.3 694 84.1 730 66.0 694 70.3 721 S5.0 894 70.7 707 47.1 894 6T.0 701 41.3 891 66.1 698 Q g T 90In 85.9 671 88.7 .596 71.6 671 US 685 61A 671 65.3 ST5 63.7 671 58.2 566 41.1 671 62.9 558 43.0 671 48.8 5S7 35.9 671 43.1 539 30.7 671 39.7 531 26.9 611 37.9 526 Z (NO Q ` O 961. 70.8 590 72.8 627 69.0 690 61.4 618 60.6 690 63.4 509 44.3 590 47.6 502 39.3 590 43.0 493 35.4 S90 39.6 488 29.6 690 34.7 477 25.3 590 31.fi 469 22.1 590 29.6 464 F X aZ o0••O 108 in d9.T d66 50.0 421 41A 466 42.0 414 35.5 466 31.1 408 31.1 466 32.9 402 21.6 466 29.7 396 24.9 d66 27.1 391 20.7 466 23.6 382 17.8 466 21.2 375 16.6 d66 19.6 '770 N N N A m� III in 45.8 d41 46.7 400 38.2 441 39.3 393 32.7 441 74.1 387 28.6 441 30.2 382 25.4 441 27.2 376 22.1 441 24.9 372 19.1 441 21.5 367 16.4 411 79.7 756 14.7 441 17.8 ]51 W co 120112 36.3 378 311.9 314 30.2 778 71.0 339 25.9 378 26.8 73d 22.7 378 23.7 329 20.1 378 21.3 315 18.1 778 19.6 371 16.1 370 16.7 31{ X F D 1d4 in 21.0 262 21.2 242 17.5 262 17.8 239 15.0 262 15.3 236 C..1 (V Q acs z'/o 0 TABLE10B ANCHOR CAPACITY ADJUSTMENT FORMULA: Anchor Capaelty Table(lbs) ANCHOR CAP.,,,,,,,,, Sul,Mrale. 2.7k ODmate 3.51,C=. Hollow CMU FUM Cin PT Wood h1c4.i (DP.)X( )cANCHOR CAP.,,. NIC Elco 114'SS EIco NIC Eko 1-1'66 Elco V10 Slrrd a12 Slcel dl2 steel MULLION CAP,.,,-. AnchorCllpPattema Anchor Type 3+16•Elco UOxm t+d•Ekouliacon &IC Elcounra<m va•EkoUnmcon ( ) (5) ( USE THISFORMUTATOOBTAINTHE'ANCHOR Ual-Elccon Aggc(9alor UlVacm AggSS EICr screw M5 Screw G 9 12 S G5) Edge Clslaree on) r 2.1r 1' 2-112• 3-178' 1• 2112• 1' 2411 r 3116• 2' 0.48• Dsa• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN Embeanem Qn 1374' 1.314' tw,l' I-T 2• 1-Ud' 1-114' 1-1/4' 1-14' 1-114' 1.174' 7 1311 13'8• rales ACTUAL PRESSURE REQUIREMENT FORTHE 2 Anct .@ 4.76-Idm.O.C./Slamara or OSel C001Fl0.1Y 3001os 3901b 4:A IM BOO IDB P1 2441 270 lbs 280 Ns 354106 740IDs 374 Im 664[it 946 1b. 341 lbs 442106 7601 OPENING,WHEN IT IS LOWER THAN THE MULLION 4 ArchUs @ 1.15-I.IIn O.C.l StmdaN(m((MI)C7p(Flg.2) 480 lbs 700It. 11/A WA RIA uA 380Its NIA IUA IUA IUA IUA 682lbs 895its 1120 lbs CAPACITY(FROM THE TABLE)OF THE SELECTED 4Ancn33 @ 3'Mln.O.C.I M 2(6Argle Clips 109.31' 760106 700116 S IDS 15W lb$ 1806lbt 5101bs 560 Ibs IUA 7601W 748 Ns 880 lbs 1892 Its 682 lbs 88511. 112D Ibs MULLION.IT WILL YIELD A MINIMUM ANCHOR 3An"@0.5.1A1n.O.C./UCep•Inlo.100r A3um.(Ftg.41' IIIA IUA II/A 11 VA NA NIA IUA IUA WA IIIA IUA ruq IIA ILIA ASo los CAPACITY WHICH MAYBE USED TO QUALIFY 1 Artini/FClip(Flg.5): 10506 1D5 its 225 lbs 145106 822 Its 135lbs 140lbs ITT lbs 370108 107106 332 ns 4731fx lro lbs 221 Me 280106 ADDITIONAL ANCHOR OPT IONS FROM THE PRODUCT RIIVISF.D 2 Anchxs @ 1.1C Idln O.CJ FC6 9.67 240 0s MO Its NIA IVA IIIA IIA 1001!6 N/A IUA IIIA rUA IUA 341 los 4421M ;60116 ANCHOR CAPACITY TABLE. u�S.-.-, lylng'whhtheNlorida NoFIGURE 1: FIGURE2: TABLE NOTES: X1.250'1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION Cantrn ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. - 11111111( 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AMD/OR OPENING WIDTHS IS ALLOWABLE. �\V pNY LYNN 4"'1"� FIGURE 3: �`\�1��••' ,\GENS,' ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.260' GLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 1 No.58705 ® ® ® BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS.HOLLOW AND =-0•• ir FIGURE 4: FIGURE b: FIGURE 8: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 090.WOOD SHALL 26 y, ••:� l 2-� l S r BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 1 O STATE OF j ® 6063-T5 AND BEA MINIMUM OF.100'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND ��'•••F<OR(OP.•''G\� .045 THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A36.ALL 0 A ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1.26'X 3.26'X.624" $10&1112 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. MULLION A.LYNPVIMILL�R,P.E. FL P.E.#58705 i i i, TABLE 11A Mullion Capacity Table Qbage) Opening Width(forvodicaly-spanning memo»s)or Opening Height(rorhorizanallysponning mullions) � ��'�r! 60(n 601n 701n Bo In 90 in 100 in ' 1201n 140 in 160 in 5+� 'td p 124x3.94 Reclanguln Trap7rl-9 Rectangdar T prrda.g. Roct.ildr TrapTdarq. Recta lar Tap`edanp. R..tangdar TrapTrdong. Rodongular Tmpfrf. RaCtangulnr ToptTdaog. Rac40nwlnr TupTdan9. RactargUar TapMiang. 340 E: X. Loedin9 Loading loafing Loed'ng Loading 4oadinp Loafing Loading Loafing Loading Loading loading 4oadug Loading Loading Loedi� Leading Loading oZ Alum.Tube z .« .; .< .« .^ b• .« « .S .auit « ' Mullion R off, $ oma" 3,�, a fi€ R «e a B � 08 d dEJ A '@• o • o d �, 8g x ae �• k2 �< u is., u u v•o v u„ v u u n< v u is u o< v v u � 19 j s' _• a = =e s � f $> ggB5 `' e s ` .6a. a z ' �•5 a F•g '€ %cy rn 4ii�� w `--- ,+� 'b ,rl b % J U $e .b 6 '� 6 b w o ;f�. 4 G i ` Z {/) '€ d`t$ .i�. i2:@ $a fE. d`Y 2@ d`u ee` fc; d`z � a:a` 23 d"a" � rsc EoY a2 d"�rc 1I-- 421. 170.0 670 110.0 1 435 170.0 744 170.0 470 170.0 066 170.0 606 170.0 992 170.0 619 1 INA 1116 170.0 .621 170.0 124D 170.0, 621 170.0 1468 170.0 621 1701 1735 170.0 52f 170.0 1983 170.0 521 3 lL AV 1. 170.0 108 170.0 624 t7a.0 a50 t70.0 504 170.0 992 170.0 630 170.0 1133 110.0 661 170.0 1273 170.0 677 170.0 1417 110.01 660 170.0 1700 170.0 600 170.0 1983 170.0 680 110.0 2267 170.0 660 50.629h 171.0 idl 170.0 563 170.0 896 170.0 631 470.0 1046 170A 681 170.0 1195 170.0 M3 170.9 1345 171.0 741 S70A 1644 170.0; 756 1704 5793 270.0 756 570.0 2042 570.0 768 170.0 2391 170.0 766 (Y.n co 641n 170.0 797 170.0 612 -170.0 956 170.0 691 170.0 1116 Me 764 170.0 1275 170.0 803 170.0 1434 170.0 837 170.0 1594 170.0 850 170.0 ISO 170.0 861 Me 2231 170.0 861 160.2 2403 170.0 061 I m �� 60 in 170-0 685 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 070 170.0 1417 170.9 S14 170.0 1694 170.0 996 170.0 1771 110.0, f033 170.0 2126 SIOA 1063 1463 2163 170.0 1063 129.0 2163 1700 1063 n v) 631n 170.0 930 170.0 745 170.0 1116 170.0 860 170.0 13D2 170.0 940 Me 1488 170.0 IDIS 170.0 1673 Me 1076 17D.0 1859 170.0 1122 1569 2060 17D.0 1169 134.6 2050 170.0 1171 117.7 2060 170.0 1171 i � d c66 in 110.0 974 170.0 789 170.0 INS 170.0 903 170.0 1364 170,0 1002 170.0 15S8 110.0 1086 170.0 1763 170.0 1155• 170.0 1948 170.0, 1210 143.0 1966 170.0 1275 122.6 1966 170.0 1266 107.2 1966 170.0 1266 d m a 721. 170.0 1063 J17 170.9 1276 170.0 1009 170.0 1468 170.4 1126 170.0 t700 170.0 1228 164.1 1734 170.0 1315 138.7 1734 169.8 1386 115.6 1734 165.9 Me 99.11 1734 t6O.4 1352 86.7 1734 1502 1352 o �1 i .aw 761n 170.0 1122 170.0 Me 1700 1080 168.6 1556 170.0 1209 147A 1656 165.2 1285 131.1 1556 151.5 1266 117.9 1556 141.3, 1251 98.3 1566 128.3 1229 64.2 Me 122.3 1219 73.7 1656 121.2 1216 � � �� v ¢Z 761n 170.0 1151 7 170.0 last 176.0 Me 155.9 1477 169.3 1235 t36A 1477 132.0 1224 121.2 1477 139.1 1206 109.1 1477 124.5 1191 Na 5471 116.9 1169 71.9 1477 110.8 Me 6&2 1477 109.3 1154 Q �a <r 90 in 1420 1110 6 118.4 1110 123.9 968 101.6 1110 107.9 951 88.8 1110 96.3 936 78.9 1110 87.5 922 711 fl10 80.7 910 592 1114 71.3 891 60.7 1110 65.6 818 44A 1119 62.7 BTO i t' .-• Z Q N o 96in IIT.O 975 97.5 976 101.5 856 03.6 976 88.3 842 73.2 915 78.5 629 66.0 916 71.2 817 69.6 975 65A 807 48.8 975 67.4 709 41.8 976 52.3 776 36.6 976 49.3 767 '2 Z1081n 822 771 6 6111 771 707 685 68.7 771 01.3 614 SIA 771 54.3 664 45-7 77! 490 655 41.1 771 6649: 647 34.3 771 38.9 632 29.6 7Ti 35.0 621 23.7 771 32.6 612 � HA0Ill In 75.7 730 1 63.1 770 65.0 660 50,1 730 56.3 610 673 730 49.9 671 12.1 730 45.0 622 37.9 730 41.1 616 31.5 730 75.6 600 27.0 Tap 31.9 589 27.7 130 29.6 561 1 w Oej1201n 59.9 6Zd 64.9 424 61-2 560 42.8 624 44.3 652 37.5 621 3942 541 33.7 624 35.7 531 30.0 62J 32.2 371 Z5.0 626 27.7 654 21.4 62! 21.6 609 10.7 6ZJ 22.6 501 af x 1461. 30.7 433 35-1 600 2871433 29.6 395 24.8 433 25.4 390 21.7 433 221 385 19.3 433 20.0 381 07.3 473 182 376 N QO O d zm0 U) TABLE 118 ANCHOR CAPACITY ADJUSTMENT FORMULA: ' t w Ancho rC opacity Table(Ibs) 6Otsfralc 2.78 Concede 3Ucone. Hdlasalu Fined Chill piwoo0 htdd (DP"}X i ANCHOR CAP.,,,,,,,.,.}_ANCHOR CAP.,,, JiC Elco i/d"SS EICb N16^Elco i!4'SS Elco 6111 SYFJ4 pl2sleel dig Sloe/ `MULLION CAP;,,,„,,._./ AnchorCEip Patterns Anchor 1W 3116-file ullmon 174•Eko unmcOn unracon 3116•Elco Untacca 114'Eko Ulf.con AggreGor Unracon AMMIftor Scow((I5)Sema M acraw(015) USE THIS FORMULA TO,OBTAIN THE'ANCHOR E6WM130:e0n I' 2-JIT 1' 2412' 3- ' r 2.12' 1- 2411 r 3.18' 2^ OAS' 0.54• 0.324^ CAPACITY REQUIRED'CORRESPONDING TO AN EMLO=661 fal 1,314- 1-74' 13x4' 1.N4• 2^ 1-114' 1-174• 1414^ 144^ 14hr 14/4• r tate' Sara' vales ACTUAL PRESSURE REQUIREMENT FOR THE 2nt Amrs(-4.7Y 161.0.0-131 a Do wd,2OTeal Glp(((9Q 1Y 330 IDS 390108 4564bs 800Ite 1644 les 270109 280 Its 3541b9 740115 374106 664 Its 046 res 341109 442lbs 560115 OPENING,WHEN IT IS LOWER THAN THE MULLION 4 A4zhors g 1.15•Llla O.C.1 Standard(or o0sel)Cup(F4g.2Y 483 fbs 700 Re RIA IVA 14/A IIIA 380115 111A ILIA 111A IUA IVA 6920s 885 me 1120 ms CAPACITY(FROM THE TABLE)OF THE SELECTED 4An:Mn Q3'I.IIn.O.C./ Dt6Argk Cops/Ing.3Y 760105 771 los 6.A IDs 1560 ms 16>iIDS 6JOID9 SB]IDS Il/q 760105 749105 BBO SIs 180285 �2 ms 665115 1120 and MULLION.IT WILL YIELD AMINIMUM ANCHOR 4AI1chDR 4�0.51'hIN.O,C./UCllp,Into.l0e'Alum.{Ftp 4) IIIA IVA IIIA !UA 171.0 14 IVA 141A IVA IRA IVA ilA IIIA !UA 1267155 CAPACITY WHICH MAY 8E USED TO QUALIFY IArctw/FC9ptRg5Y 10510% 196 He reams aa5IDS 022156 135101 fa0lls 177 IDS 370IIw 187 lb, 32 lbs drama 10155 22tlbs 2aotm AD DITIONAL AN CHO R 0 PTIONS FROM THE 2MCMn 19 1.16.Lila O.CJ F-Cop(Flg 6) 210104 350 led IIIA IVA RIA IIIA 100109 RIA IVA n/n I IUA I IVA I 341159 I 442N8 I See lrs ANCHOR CAPACITY TABLE. PRODUC7•RBVIsaa Its wmplying with tha Florida BuOdlag(3pde 1.250' AoceplaacDNA FIGURE 1: FIGURE 2: TABLE NOTES: I 04•' 0 12- Qfly (I ® 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION Miami ode PC ucI Cams., ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. e of Ll 1- 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. �� 0 ,.•••-••. . •<! ei� FIGURE 3: 3.94" \��•�•� .•V%CENS,t'•.F'P i _ ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE '•,•K CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS `•i'i: No.58705 BE USED SHOWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. - ��••;; y = IN PAIRS. - :(.C• 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND •p '. �.L (ter L41 GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL (I FIGURE 4: FIGURE 5: FIGURE 6: ) S ATF OF BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55,ALUMINUM SHALL BE >� 8053-T5 AND BEA MINIMUM Of.100'THtCK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND ^•- ..'Pt 01, • .045"THICK 18 GAUGE),STRUCTURAL STEEL TO BEAT LEAST.125"THICK AND A38,ALL 7e I s5/GN.�1•E»s y ® ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. /J7 r r T r 11111 s 11` #10&#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. 1,25'X 3.94•X.624` A.LYNN MILLER,P.E. MULLION FL P.E.#58705 i 1 M I i TABLE12A Mullion Capacity Table(lbsR) Opening Width(forvertically-spanning millions)or Op ening Height(for horizontally-sparvi g millions) r SOI. 601. 701n 80In Sol. 1001, 120 In 1401n 1601. �><C Rectangular Trep'Merg. Rectangular Tne0YlHang. Rectangular Trap'Tdang. Rectangular Tmp7dang. Rectang/ler Trepfrden9• Reelangder imp7Tdang. Rectangular Trep7dene. Rectangular 7rapmfang. Rectangular Treplydeng.� ,�`'cpf O 2X4)(.25 Loading Loadng Loadng Loadng Loadng Waring Loadng Loadng Loading Load Loadng Lowing Laadn9 loadag Loadng Loading Loadng 10x8,0 ° ti Alum.Tuhe .F k .+u' F & k' �' F F k' F �' b• .,:' �• 2 Mulliong ,-. �a .-. ., �., .. •�^ ^ ^ 8 89 6 13 d de t3 S S 6 6 c7" 8 0` 3 �< 3 8 3 S d 3� 3 Bo t2! cv�' 5� �� €� § § f h- §L b.8 sb .9 " ,�� E� ad` � rc a �rc ff� d s i� � z Z421n 170.0 620 170.0 435 170.0 7M 170.0 478 170.0 868 170.0 ISM 170.0 902 170.0 619 170.0 1116 170.0 621 170.0 1240 '170.0521 170.0 1488 170.0 170.0 1735 170,0 621 170.0 1983 170,0 621' O W 481. 170.0 708 170.0 524 170.0 850 170.0 584 170.0 9102 170.0 630 170.0 1133 170.0 661 170.0 1276 170.0 677 170,0 1417 170.0-6-80-f-170.0 1700 170.0 680 170.0 1893 170.0 680 170.0 7267 170.0 680! J = 50.625 In 170.0 747 170.0 563 170.0 895 170.0 631 170.0 1048 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 170.0 1793 170.0 766 170.0 2092 170.0 760 170.0 2391 170.0 7561 54 in 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1276 170.0 803 110.0 1434 170.0 837 170.0 1694 170.0 858 170.0 1913 170.0 801 170.0 2231 170.0 861 170.0 2650 170.0 8611 W 0° 0 601n 170.0 885 170.0 701 170.0 1063 170.0 791 170.0 1240 170.0 678 170.0 1417 170.0 944 170.0 1594 170.0 096 170.0 1771 ,170.0 1033 170.0 2125 170.0 1063 170.0 2479 170.0 1067 160.8 2880 170.0 1063 m � J 631n 170.0 930 170.0 745 170.0 1116 170.0 850 170.0 1302 170.0 940 170.0 1486 170.0 1015 170.0 1673 170.0 1076 170.0 1859 !170.0 1122 1]0.0 2271 170.0 1189 168.7 2553 170.0 1171 155.9 2553 170.0 1171 j 661n 170.0 974 170.0 789 170.0 1169 170,0 903 170.0 1364 170.0 1002 170.0 1558 170.0 1086 170.0 1753 170.0 1165 170.0 1916 170.0 1210 170.0 2338 170.0 1275 161.9 2437 170.0 1288 132.0 2437 170.0 1268 d m 721, 170.0 1000 170.0 878 170.0 1275 170.0 1009 170.0 1488 170.0 1126 170.0 1700 170.0 1228 170.0 1913 170.0 1315 170.0 2125 170.0 1387 145.6 2184 170.0 1488 124.8 2184 170.0 1520 109.2 2184 170.0 1630 8 2 761, 170.0 1122 170.0 937 170.0 1346 170.0 1080 170.0 1570 170.0 1209 170.0 1794 170.0 1322 165.1 1960 170.0 1421 148.8 1960 170.0 16M 123.8 1960 161.6 1548 106.1 1960 154.0 1635 92.9 196(1 152.7 1531 CL 5 7e In 170.0 1151 170.0 887 1]0.0 1361 770.0 7116 170.0 1611 170.0 1250 170.0 1842 170.0 1369 1627 1861 170.0 1474 137.4 1881 161.1 1600 114.5 1861 147.3 1473 98.2 1861 139.8 5459 85.9 1861 137.6 1454 J J T r 901n 170.0 132e 170.0 1144 149.1 1398 156.0 1219 127.8 5398 136.0 1198 111.8 1398 121.3 1179 99.4 1398 110.2 1162 69.5 1398 101.8 1147 74.5 1396 89.8 1122 83.9 1398 82.7 1105 55.9 1398 78.9 1088 Q N O 96 In 147,4 1229 161.5 1086 122.8 1228 127.8 1079 105.3 1229 111.2 1061 92. 1228 98.9 1044 81.9 1229 89.fi 1028 73,7 1228 82.4 1016 61.4 1229 72.2 993 52.7 1229 65.0 977 46.1 1228 62.1 867, „z 00-O 1081, 103.5 971 105.8 877 88.3 971 89.0 662 74.0 071 77.2 849 64.7 971 68.4 837 67.6 971 61.8 025 61.8 971 66.5 815 43.1 971 49.0 796 37.0 971 44.0 782 32.4 971 40.8 771 oO A� LO '6 111 In 05.4 919 97.3 832 79.5 919 81.9. 818 68.1 919 70.9 806 59. 919 62.9 7841 63.0 919 563 784 47.7 919 61.8 774 39.7 919 44.8 766 34.1 919 40.2 742 29.6 919 37.1 732 UJ X 1201, 75.5 766 76.8 716 62.9 768 64.6 705 53.9 786 55.6 695 47.2 786 49.4 688 41.9 786 44.4 677 37.7 766 40.6 688 31.5 786 34.9 657 27.0 766 31.0 641 23.6 768 28.4 63(, >< reJ1j 1415In 43.7 648 44.2 604 36.4 568 W.0 498 31.2 546 31.9 491 27.3 546 28.2 465 24.3 646 23.3 -419r21.8 548 '22.9 474 18.2 646 18.5 484 15.6 606 17.2 455 13.7 646 16.6 446 ¢ N Q O O p Z 00 1) TABLE 126 ANCHOR CAPACITY ADJUSTMENT FORMULA: m0 s.0 AnchorCapaclfy Table(Ibs) /ANCHOR CAP.R,,, �� m �m� suatrale z.7R wrclde 3.5X Cone. Halo.C1,lu Fined CMLI pT waod 148x1 (DP)X\MULLION CAP."',„,,,,�)-ANCHOR CAP.,,, z o 'rc� d16'Elco 714'r Eke 50W Elco 1144SS Elco Masted 612SIeel 612 Steel AnchorCllp Pathema Anchor type &1s^Elcounracm vd•Ekoun2con UlUacon 3't6'EIco Ullrsa7 vd'EkoUllracon Aggec3ator U6mcm AIgleOator Scmw(G5)ScIeNY(W) screw(c5) USETHIS FORMULATO OBTAIN THE'ANCHOR Edge astarce gny 1" 2-vr r z-vr 6176' 1' 2417 r 2-v2' r 3•(/8' r D.4s• 0.64' 8.324' CAPACITY REQUIRED'CORRESPONDING TO AN EmbeO,a71On) 1314' 13'4' 1314' 13'4' 2' 1.714" 1-114' 1-514' 1-114' 1.114' t-174' 2' 1-3'8• 73'6' vales ACTUAL PRESSURE REQUIREfdENT FOR THE 2Anclni5 475 MM,O.C./Staldad or OOset Cllp(Fig.Un 300 Itis 390 lbs 450lbs ENO Its 1644 lbs 270163 280Its 354 lbs 740lbs 374 IDS 661106 946 its 341115 442 his (b0His OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Arcbca g 2�'1,19E O.C./9landam(or IXkeq Cilp pg.3p 740103 740163 630 ros NOS Ibs 1424 ros tUA 560163 tllA 095163 IIIA 880Iftt tVA �21b9 BBS lbs 1gl. CAPACITY(FROM THE TABLE)OF THE SELECTED fi ArcbaS 7.71'1.11,O.C./SImOaN(a IXBei)C6p(ITB.4): 885 b9 0;41 758 lbs 1946 be IUA IUA 705 ro3 NIA 799103 HIA IUA IUA 10221ts 1327163 1MULLION.IT WILL YIELD A MINIMUM ANCHOR 4Arcr41s®3 Mr.O.C.1 m 2X5 Angle Up I(Fig.5}' 7801bs 7 Ds 6001Ds 1560 his 1P961bs ours 660 ms N/A 760 Its 748 lbs 800153 18G2 lbs 6621bs 885106 1CAPACITY WHICH MAY BE USED TO QUALIFY 6Archois@T 181,.O.C.1(2)NS Angle Clips/(Flg.610 11701Ds 117010s 1O1bs 2340lbs 2844109 81 105 840 tes IUA 114010s 1122lbs ' 1320163 2838I0e 1022I>u 1327 ros 1ADDITIONAL ANCHOR OPTIONS FROM THE 3AMnr MOI.34'Idla.O.C./UCap,lnlu.125'AWm.(Flg.7p NIA IUA IUA IUA IIIA IUA tUA teA IUA IUA IUA IUA IUA IUA 1ANCHOR CAPACITY TABLE.6Arclnrs®0.61'141,.O.C.IUCnp,Inlo.125•Alum.(Fg.e} NIA IUA It. NUA II/A IUA IUA IUA IUA Il/A IUA IUA NIA IUA 2I'RODUGTRBVIS}?p as cunytlying wish The Florida. 2 Anchors®266'1.11.O.CJ FC9p(Flg 9X 370 Itis 370Ibs 316lbs 743 ae 712103 11/A 264 tN NIA Mite t11A 440100 III I 311163 44210s 560tH BuildlMCock4 A-41 3 Arclrrs®1.71'6{In.O.C.I FCIID(FIB-fOj 443103 5251[8 379103 073 his IIIA IIIA &53 he IIIA 308 Ib3 tllA IUA IUA 611103 661106 840103 I AoocyNnco 740 S,� NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. 0e��c �ZO CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. C FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: 2.000" )� ade Praduc(Conlrol • s • • • • TABLE NOTES: • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR `\�� pp 7/4� • • • • • GENERAL INSTALLATION METHODS. I '-\Q 45GENSF '•.F�e FIGURES: FIGURES: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS ISALLOWASLE. _ No.5870 • • • • • • • 0 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES TO BE DRILLED IN 50" 4.000" 7(4-' 5 ' THEFIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. -'4 '.•�� J�`j IS , FIGURE 7: FIGURE 8: FIGURE 9: FIGURE 10: %�(�'• STATED- 0 LATE O AN CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT � ' '� '•.,'cCORIO(;•'•('j�� • • • (FIGURES 5&6) (CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SO OF 0.55. i�S�� .. • ��,� • • MUST BE USED ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045"THICK(18 2'X 4'X.25'MULLION / dN�L 55 0 IN PAIRS. GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW A.LYNNIMILLER,P.E. THREADS BEYOND THE MATERIAL.#10&912 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. FL P.E.#58705 t I i I TABLE 13A a Mullion Ca ao Table IbaNt � _ Opening Width(for vertically-spanning millions)or Opening Height(for horizonlely-spannirg millions) 60 In 601n 7 I 801n 001n login 120 In 1401n 1601na O R0c1en1Nlar Twp/Tdang, ROd.ptar TrapTdong. Rectangular Ttoprrdeng, Roclan8dar Trap/Tdong. Rectangular 'Imp/Tdang. Reetangulat Tntprrdang. Rorungulu Ttap/Tdunp. RactangNer Trap/Tdang. Roctengular TrepRdang.i to p F 2x6x.26 Loading Loafing Loafing Loafing Lowing Lowing Loafing Loafing Loading Lowing LoadnO L.,,n Loadug Lowing Loafing LoadnO Londng Loafing nr6� Alum,Tube To', a x p x x p a b a a p p p 'a .r o �• .. a.. a A.. m.. mu.. •� a a a 3 'Fa„ Mullion K $G $ G 8 8B 8 tikS i1_ 8. R R Ti 8 8 Zl.k kS @ 04 a a a 8 s � �� oro ae S� � _ �� e `mm �J as � rc �� •�� dz 2 �� rc �rc � � Z 42 in 170.0 820 170.D 435 170,0 744 170.0 478 170.0 888 170.0 508 170.0 992 170.0 619 170.0 1118 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 621 170.0 1083 170.0 621 W 48ln 170.0 700 170.0 624 170.0 850 170.0 584 170.0 082 170.0 830 170.0 1133 170,0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 170.0 1700 170.0 680 170.0 1883 170.0 ego 170.0 2267 170.0 680 J W 50.6251n 170.0 717 170.0 563 170.0 888 170.0 631 170.0 1046 170.0 684 1170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 766. 170.0 17D3 170.0 756 170.0 2092 170,0 7158 170.0 2391 170.0 756 '2 m W o, O 54 In 170.0 787 170.0 612 170.0 858 170.0 891 110.0 1118 170.0 754 170.0 1275 170.0 803 170.0 1534 170.0 817 170.0 1595 '170.0 858 170.0 19(3 170.0 BBI 170.0 2231 110.0 881 170.0 2550 170.0 881 m O soIn170.0 685 170.0 701 170.0 1083 170.0 797 170.0 1240 170.0 876 170.0 1417 170.0 944 170.0 1594 170.0 996 170.0 1771 .170.0 1033 170.0 2125 170.0 1003 170.0 2479 170.0 1003 170.0 2833 170.0 106 F 631n 170.0 030 170.0 745 170.0 1116 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 170.0 2603 170.0 1171 170.0 2975 170.0 1171 66 in 170.0 974 170.0 789 170.0 1189 170.0 903 170.0 1384 170.0 1002 170.0 1658 170.0 1088 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 �' 9 721n 170.0 1083 170.0 878 170.0 1275 170.0 1008 170.0 1488 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 1468 170.0 2975 170,0 1620 170.0 3100 170.0 1530 W• $ 9g51 J 7610 170,0 1122 170.0 937 170,0 1340 170,0 1080 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 2692 170.0 1629 170.0 3140 170.0 1694 170.0 3589 170.0 1705 J w r�Z E 761n 170.0 1151 170.0 987 170.0 1381 170,0 1118 170.0 1811 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 1708 Fa-- r J BO In 170,0 1328 170,0 1114 170.0 tbe4 170.0 1328 170.0 1858 170.0 1488 170.0 2125 170.0 1663 170.0 2391 170.0 1783 170.0 2658 170.0 1816 170.0 3168, 170.0 2125 156.0 3413 170.0 2273 136.5 3417 170.0 2381 Z 7 Q N 981n 170.0 1417 170.0 1232 170.0 1700 170.0 1414 170.0 I. 170.0 1822 170.0 2287 170.0 1794 170.0 2550 170.0 1952 170.0 2833 170.0 2095 180.0 3199 170.0 2338 137.1 3199 168.8 2470 120.0 3199 158.1 2428 �"t O O 3- 108 h 170.0 1594 170.0 1409 170.0 1913 170.0 1847 170.0 2231 170.0 1870 170.0 2550 170.0 2078 184.8 2781 170.0 2271 148.3 2781 161.9 2333 123.8 2781 140.4 2281 105.9 2781 125.0 2234 017 2781 118.0 2190 LU N w III In 170.0 IBM 170.0 1454 170.0 1008 170.0 1700 170.0 2203 170.0 1932 170.0 2821 170.0 2149 151.8 2832 1113 2215 130.8 2832 148.4 2216 113.8 2032 128.4 2168 97.8 2632 115.1 2126 85.4 2832 106.3 2008 0 N U) 120le 170.0 1771 170.0 1588 170.0 2125 170.0 1659 154A 2252 159.0 1991 135.1 2252 141.4 1064 120.1 2252 127.2 1938 108.1 2252 118.1 1915 80.1 2252 98.8 1872 772 2252 86.9 1818 87.8 7[52 81.4 1808 F- x iM In 125.1 1584 128.8 1445 104.3 1564 IDSA 1425 89.4 1564 91.5 1407 78.2 1565 30.7 1390 69.5 1584 72.3 1373 62.6 1684 65.7 1358 52.1 1584 56.0 1330 41.7 1564 49.2 1305 18.1 1564 M.4 1283 d EN Z U TABLE 13B m ANCHOR CAPACITY ADJUSTMENT FORMULA: F��m� Anchor Capacity Table(lbs) ANCHOR CAP.,,,,,,,, Substrate: 231,Comreto 3.5k Cone. Hollow CAW Filled CMU PT Wood Metal (DF;,,)X( }=ANCHOR CAP.,,, '5116'Eke 114'SS Eke 5116•Eloo 1/4'S9 Eko 810 Skill 012 S(ccl 012 Steel MULLION CAP:,,o,,,... AnchorCllpPattema AnrMtType: 3110•rkoUllmcon 1/4'ElaoUllrecm 3/16'EkoUlaecon 114'EkeUlOocan Ulaecon Aggn,Gato• Unrecon AggreGalor Sorow(05)Sctew(G5) ser-(Gs) USE THIS FORMULA TO,OB7AINTHE'ANCHOR Edge DIs14nce(in): to 2.121 1' 2.11• 3-118• r 2.11• 1' 241' 27 3AIS' 21 0.48• 0.54' 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN Eml Ument On): 1-T401.3/4• 1.30• 03/4• z' 1-1/4- 1414' 1-1/4• 1-1/4' 1.1/4' 1-1/4• 2• t-we* I-w wdes ACTUAL PRESSURE REQUIREMENT FOR THE 2AnchmQ4.75 Min.O.C./61ondxdor O850IGip(F19.1&2): 390100 3901b, 450 IM 890lbs 1644lbs 2701bs 2801ba 3541be 740lbs 374Ibs 664 Has 9461bs 341 lbs 442 Me 6601bs OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anohors@4.68'Min.O.C./SlaodA(or Ofise0 Clip(Fig.3): 760 lbs 780 lbs 000165 17801ba 3232 lbs 5401bs 560 lbs 7081b3 1460 lbs 748lbs 127216, 1e921bs 662lbs 885lb0 1120W CAPACITY(FROM THE TABLE)OF THE SELECTED 8 Anchors@1.71'Min.O.C./Slekard(or09set)C6p ffU•4): 1180lbs 1400lb3 10101bs 2505 JIM WA WA 9401bs WA 1065160 WA WA WA 1363lbs 17701bs 22401bs MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Anctxxe 3'MIn.O.C./(2)2x5 Angle CCP3I(Fig.5y. 7801b4 7901ba 680 lb. 1580165 1898165 510165 560 lb. WA 760165 7481bs age lbs 18921bs 882 to. 8851be 1120 Ibs CAPACITY WHICH MAY BE USED TO QUALIFY 8AM.@ T 2.O.C.1(2)2x5 Angle aps/(Fig.6): 1560 lb, 1560 to. 1360lbs 312016, 3702169 10801es 1120165 WA 1520165 1498165 1760160 3781 lb, 1103165 vie lbs 2240 Ins ADDITIONAL ANCHOR OPTIONS FROM THE 12 AroMrs@1.5'MIn.O.C.1(2)2x5 Angle pips I(Fig.7): 1660161 21001b0 14401bs WiS Ibs WA WA 13201bs WA 1500161 WA WA WA 2045lbs 2654 Ibs 3380165 ANCHOR CAPACITY TABLE. RODUCI'RBVIS® 4 Anciwrs®1.34'Ann.O.C./ULYIp,Into.125'Alum.(Fig.8): WA WA WA WA WA WA WA WA WA WA WA WA WA NIA 1430 ks 1 conlpryingvlllh thePlotlda 8 Anchor,@ 0.64-1.11n.0.0./U-Clip,Inlo.125•Alum.(FIg.9): WA WA WA WA WA WA WA WA WA WA WA NIA WA N/A 2881 IOs F•-2.000'^1 D8d(ng 16-00 _/]ifO�O 2Anchors@ 4.68*Min.O.CJ F-Clip(Fig.10): 7901ba 398 Ig 450 le, 69010, 1610 lbs 210 to 2801Ds 154165 7401bs 3741bs 638Ihs 9461bs 341 Ibs 442 lbs 560165 AaxptOnw NO .lL1l 4Anckm@ 1.71'A(In.O.C1F.CBpn.11): 590165 7001b, 505160 1208 Ib! WA WA 470 b; WA 533 lbs WA ,WA WA 682 to. 8851Ds 1120100 adortDflW 260' NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES: I `Ltiami Dade Ptnduu Control FIGURE is FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9:FIGURE 10: FIGURE 11: 1 SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON I \1111 111)I///,, LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 8.000" T;' \ '•.;r�� • o • • - 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS NO.5870 • • • • • • a o 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON _ _ Ct FIGURE 5: FIGURE 6: FIGURE 7: SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ANGLE /'� CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED AO'•. STATE OF (FIGURES CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 690.WOOD SHALL BE PRESSURE-TREATED .C` F'COR\O.'' C9 EEnnnUPAIRS. 5-7) YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125' ��CS. •"'•'MUST BE THICK.STEEL STUDS TO BEAMINIMUMGRADE33AND.045"THICK(18GAUGE).STRUCTURALSTEEL TO /�S1USED IN BE ATLEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW 2•X61X.251 A.LYNN UILVER,P.E. THREADS BEYOND THE MATERIAL.1110&012 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. MULLION FL P.E.#58705 I f i I TABLE 14A i ® n Mullion Capacity Table Ibstfe ?; �X Opening Width(forvertically-spenningmuillons)Or Open Ing Height(for horizintelly-sponvIng mullions) 501n 601n 701n 801n 001n t00In 7201n 1401. 1601. p oa F Ralangulor TragTdare. Rectangular T.;Tdang. RwIangular TrapTderg' Reclang0ar Traprrdarg, Reotangular 7roprPlang. Reclargular 'TnapRdang. Rxtergulor TnpMarg. Rectangular TraprMarg. Rmlongular 7nyrdem. rix m 1.2V x 2.11�� (Doth g LoaG� Loafing Laading ' Loaahg Loading Loading Loading Loading Loading Loafing Loadkg Loading Loading Loading Loading Loading Loadlrg �Z g C x.128'Alum i p x _ _ _ _ _ _ _ _ LL Tube Mull # N"' o g :$ 8 1 �1- B 13 0 N�� w 421n 144.2 626 167.0 428 120.2 526 14&9 419 103.0 529 138.8 414 90.1 528 134.8 411 50.1 528 134.1 411 721 526 1134.1 411 60.1 520 134.1 411 51.5 526 134.1 411 45.1 626 134.1 411j O W J W 48 in 96.9 403 10&0 333 80.5 403 94.7 325 69.0 403 88,4 320 60.4 403 81.4 317 63.7 403 79.1 316 48.3 403 78.6 314 40.3 403 78.8 314 34.5 403 78.6 314 30.2 403 78.6 3141 _ 60.625 In 823 362 91.0 301 616 362 79.3 294 68.8 362 71.9 289 51.5 352 67.2 286 457 362 84.8 284 41.2 362 183.6 283 34.3 362 63.5 283 29A 362 edfi 283 26.7 362 63.6 2831 o N O �., 541n 67.6 318 74.1 267 56.5 318 64.2 261 48.6W162117.6 256 424 318 63.5t891 318 50.8 260 33.9 318 49.6 249 28.3 318 49.1 248 24.2 318 49.1 248 21.2 3% 49.1 2481 Cp M F• C 601n 49.5 258 63.1 219 41.2 258 45.7 214 35.3 210 30.9 250 37.2 258 34.9 204 24.7 250 :33.4 203 20.6 268 32.2 201 17.7 258 322 201 15.6 258 322 2011 F <O J631n 427 234 45.5 200 35.6 234 39.1 105 30.6 192 26.7 234 31.0 234 29.4 186 21.4 234 28.0 164 17.8 234 28.8 183 15.3 234 26.5 783 13.4 234 26.5 1631 S2 L0.U2 60In 37.2 213 39.4 183 31.0 213 33.7 179 26.6 176 23.2 213 27.0 213 25.1 170 1&S 213 217 169 15.5 213 22.2 107 13.3 213 220 166 11.8 213 71.0 166 U)d72in 28.6 179 30.1 165 23.9 179 2S8 152 20.4 149 17.9 179 20.3 178 18.7 146 Z 761. 24.3 181 26.4 140 20.3 161 21.5 137 17.4 135 16.2 761 17.0 ¢ _ v 781. 225 152 23.b 137 1&8 152 19.9 131 1&1 128 Z r N r Q N O TABLE14B ANCHOR CAPACITY ADJUSTMENT FORMULA: Q X Z Anchor Capacity Table Qb5 ANCHOR CAP: ~ SLbsuale 2.7kConcrele S.&cone. HogowCIAU FWedCI.IU PTWood IAdd PP-)X( )=ANCHOR CAP.,,, rX B S MULLION CAP1,,,,,,,,, 51161 Eta 1/4'SS EkO NI6'Elco t/4•SS Eko X1051ri1 X12 Steel X72 Steel W N AGChorCllp Patterns Aahalype: &16'Eko Ullrec[n 17dtElco Ullydcm 3/16'EkoUO2con 1/d'Eko UIl2conof x unrxm A9geGala UlOxan Ag9leGator Screw(G5)Screw(G5) Screw(G5) USE THIS FORMULA TO OBTAIN 7HE'ANCH R Y Y Eaja oislarca M) r 2-112' r 2-tm etre• r 2-tn• t• z-trz' Y 3-118• Y 0.48• 0.51' 0.+24• CAPACITY REQUIRED'CORRESPONDING TO AN O EmtxQnftll 1-314• lV4' 1314• Y 1.114' 1-U4' 1-1/4' 1-g4' 1-114' - 1.114' Y tare• 1a'E' votes ACTUAL PRESSURE REQUIREMENT FOR THE U n! Q 4 Arcrors�3'ngn.o.c./ usanglern /(Fg.17 7d0las leo los polos 15s)I6z tags ltn booms bso lbs wA 7601os 746 tos eea lm te9z los 6821os BBs ks 143o 19s OPENING,WHEN IT IS LOWER THAN THE MULLION Q Z CAPACITY(FROM THE TABLE)OF THE SELECTED - m O s:0 MULLION.IT WILL YIELDA MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. i TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. I--1 2fi6'--1IJ '(ir with the Florida SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. I p�Y g 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. Ir Fxp�Do � p• FIGURE 1: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. � 0 ® ® e HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.116• Miami cdc Pcoducl Control FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 111(1 I I I!11171 ANGLE CLIP MUST BE USED IN PAIRS. .125' 4)SUBSTRATES:CONCRETE ALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT CMU)SHALL CONFORM TO ASTM 0-90.WOOD SHALL BE PRESSURE-TREATED �• ., ,P YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF.125' _ THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 1.26'X 2.11•X.125'MULLION No.50705 'TS LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MULLION) THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAYBE STEEL,18.8 S.S.OR 410 S.S. OT'. ATE F 7 S G, 7S/,ONAL 4G A.LYNN MILLER,P.E. FL P.E.#58705 1 TABLE 15AI ��A �u Mulllon Ca ao Tablo(lbstfe) �' g OponInAWidlh(for vanicaly-spannirgmUliore)orOponingHeight(for FuAzoNfily-spaMrgmtllions) cxu� 'c Id 501n 601. 70In 80In 901. 1001. 120In 1401. 1601n i O dId Rectangular 'Re"ang. ReetaWlar TraplTden9. Rectanglar R pnlfarg. Rectanguar TrelVrrleng. Rectangrlar Trap/Meng. ReolargWe! TrapRdang. Reelangul¢r Trap'Tdang. Reetangular TrepRdang. Reclenguler 7rap7den9. R o:o 3.20'30 Loading Loadn9 Loading Loodnn�9•• Loading Loafing Loadng Loafing• Lwdbv Lowing Loading Loafing Loading Loedng Loafing Loadng Loading Loafing ^2 Z U DEG.AL .L n 3 n U 'a 3 'C 3.. 'q.. 3.. U 'd.. 6.-. ?i q BAY MULL s 8 ^ E E U �� W s g s s p� sg �. rc s rc o: f E �rc E s s rc, O 42 in 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 Ii06 170.0 SIC 170.0 619 170.0 1118 170,0 521 170.0 1240 170.0 621 170.0 1488 170.0 521 170.0 17JS 170.0 621 149.1 1740 170.0 5211 J W 161. 170.0 706 170.0 524 170.0 850 170.0 5& 170.0 992 170.0 BJO 170.0 1133 170.0 681 170.0 1275 170.0 677 170.0 1d17 170.0 680 152,2 1622 170.0 680 130.6 1622 170.0 680 114,2 1522 170.0 680 7 = �m 50.625 in 170.0 747 170.0 503 170.0 898 170.0 631 170.0 1048 170.0 694 170.0 1195 170.0 723 170.0 1345 170.0 747 164.2 1443 170.0 756 136.9 1443 170.0 758 117.3 1443 170.0 766 102.0 144] 170.0 7581 O 641n 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 603 160.4 1353 170.0 837 144.3 1353 170.0 856 120.3 1353 170.0 mi I.M.1 1353 170.0 861 90.2 1363 170.0 861' 01) 601n 170,0 BBS 170.0 701 170,0 1063 170.0 797 187.0 1218 170.0 878 148.1 1218 170.0 044 128,9 1218 159.8 936 116.8 12t8 152.1 924 97.4 1218 146.1 913 83.5 Wit 146.1 913 73.1 1218 148.1 913 :9 LLI U 631n 170.0 030 170.0 7{5 170.0 1116 170.0 850 160.2 1160 168.8 933 131.4 1150 163.0 914 116.8 1150 141.0 898 105.1 1160 134.2 885 07.6 1160 128.7 871 76.1 1150 126.2 870 65.7 1160 128.2 670, 601. 170.0 974 170.0 769 152.4 1048 165.8 881 130.6 1048 146.6 864 114.3 1046 133.1 850 101.fi 1048 123.4 839 91A 1048 116.8 830 76.2 1048 109.4 821 65.3 1018 108.2 816 57.1 1048 108.2 8181 z �g � 72In [41.7 880 147.9 764 117A 880 126.0 748 100.6 860 110.8 734 860 880 100.0 722 78.2 880 82.0 712 70,4 800 88.2 70J 58.7 890 79.2 693 b0.5 880 78,6 889 44.0 880 78.4 888 J 8W J > >o qZ 7614 790 125.1 690 99.8 790 100.4 676 65.5 790 93.3 663 74.8 790 63.9 652 66.5 790 76.9 643 59.9 780 71.7 61S 49.9 700 65.1 624 42.8 790 f27' 790 61.6 817 Q F r M 781n 750 116.5 857 92.3 760 98.1 644 79.1 760 85.9 632 69.2 760 77.1 621 61.5, 760 70.6 612 65.4 750 65.7 6D5 48.2 750 69.4 694 39.6 750 750 55.5 586 Z co Q NLLI a; 90 in 683 74.4 500 60.1 563 62.9 491 61.5 663 64.8 483 45.1 583 48.9 476 40.1 683 44.4 468 38.1 663 40.9 462 30.0 563 30.2 452 26.8 663 563 31.8 442 Q mzW 30961. 495 61.1 443 49.5 495 51.6 435 42.4 495 44.8 427 37.1 495 39.0 421 33.0 495 35.1 415 20.7 495 33.2 409 24.8 495 29.1 400 21.2 495 495 26.0 390 n1081. 391 42.6 353 34.8 391 35.9 348 29.9 391 31.1 342 28.1 391 27.6 337 23.2 391 24.9 333 20.9 391 22.8 328 17.4 391 19.7 321 14.0 391 K W 1111. 370 39.2, 335 32.0 370 33.0 330 27.5 370 28.6 325 24.0 370 25.3 320 21A 370 22.8 3160.2 370 20.8 312 18.0 370 18.1 JOS 120in 317 30.9 289 25.3 317 28,0 284 21.7 317 22.6 280 19.0 117 18.9 278 18,9 317 17.9 273 O1441. : 220 17.8 203 d E Z �a .. m0rO TABLE 158 ANCHOR CAPACITY ADJUSTMENT FORMULA: m� Anchor Ce acl Table lbs /ANCHOR CAP.,,,.,,,,, Bubt.I. 2.7k Cancrele 3.5k Caro. H.11-Chill Filled CAW PT Wood Metal (DP`)X\ )=ANCHOR CAP.,,, S'16'Eko 1I4'SS Elco 6/16'Etco 174'SS Elco61022�le. #12 Steel 9126tee1 MULLION CAP:,,,,,,,,,, AnchorCllpPatterns AnctwrType: 311GEkouIlrecan Il4'EkaUlUacan ufmon 3116'EkoUlUacon 1Po'EkoUlUacm ApBreOalor Ullieton Agg,e13!lor Screw(05) Screw(O5) USETHISFORMULA TOOBTAINTHE'ANCHOR Edge aslant¢On): r 2-IW 1' 2-trz• 3.1/6' r 2-V2 r z•1rz• x• 3-ve' z• 0.64' 0.324' CAPACITY REQUIRED"CORRESPONDING 70 AN Embedment On): 1x14' 1-314- 1.3/4' 1-314' T 1-114' 1-114' 1-1/4• 1-114' 1-1/4' 1-114' 2' 1418' sods ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anch-@5'Min O.C.1(2)N5 Angle Gips/(Flg.1): 390 lbs 1901bs 450IDs 990IDs 170010.4 2701bs 260In 3541ba 7401bs 3741b5 fmIDS 9401W 442lbs 560lbs OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchors®3.5•Mtn O.C.1(2)2s5 Angle Gips I(Ftg.2): 180 lbs 780 IW 7901bs 1870 1b, x5251bs 570 IDs S601bs wA 1t201Ds 7481ns BBO lbs 189216s 885Ito 1120 lbs CAPACITY(FROM THE TABLE)OF THE SELECTED B Anchors g2.71'MIa O.C./(2)2[S AnOk Gipal(Flg.3): 11201ba t12o IDs 9581es 224s lbs 2zs4 fb4 wA 8401bs wA 1059lbs wA 13z01os wn 13271b4 tseo lbs MULLION:IT WILL YIELD AMINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE RODULT RIWISED ANCHOR CAPACITY TABLE. Is wutplying whh the Flo da FIGURE 1: 3uildlsg Code ce TABLE NOTES: opt6nry NO 3,aimg ac s t)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS, vEry t I ade Pr uct Contml FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. It I I I f/ 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. •125" \�� ONi LYNr+! I1' /"� • • e • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. VY 'j FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 50' No,58%OSFIGURE3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 690.WOOD SHALL BE PRESSURE-TREATED• • e 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 BE AT 30f �5 (vLEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND A4 • e THE MATERIAL.1110&#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. !, '••F<O ION.....•'' ��1` ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. SS1UNAI_ A.LYNNIMILLBR,P.E. . FL P.E.#58705 f I I I I I TABLE 16A ° �;t F Mullion Capacity Table Iba : S opening VVIdIh(for verlicalVspanring millons)or Opening Height(for horizontallfspard muIllons) 60 In 601n 70 In 801n 00 In lo01n 1201n 1401n 160 In ,-'oo O rt"Ivgular Trapadeng. Reclerguler TrapfTiien9. Reclaagalar Th#Tdarp. Rectanodar Trap7ideng. Rectangular Trap7Tdang. Rectangllar Trap/Tdang. Rectangular Trapivoll. Reclangdar Tra)JTdang. Ractang�ler Treprrdang.; 3.25"46 Loodng Loafing Loafing Laadng Loedrg Loafing Loadng L-Ing Loafing Lciift Loading Loafing Lowing Loadng Loafing Loafing Loadng Loafing _Y 2 0 DEG.AL a D a ?' Z• ,. o --, .. z Fs a,. p •off.. ' m o,. •a 'a.. a.. �u_- r c.. ,. a.: �' BAY MULL R" !a o $ N �� a a� 88 8 � `g a� �� 5� 7 g s `g � 1 � � � � � `y Q� €� a 8 z:� s ae s� s� rnNm w 42111 170.0 620 170.0 435 170.0 744 170.0 478 170.0 We 170.0 608 170.0 092 170.0 510 170.0 1118 170.0 521 170.0 1210 170.0 521 170.0 1188 170.0 521 170.0 1735 170.0 521 180.3 7871 170.0 5211 J W 481n 170.0 708 170.0 524 170.0 850 170.0 584 170.0 982 170.0 830 170,0 1133 170.0 681 170.0 1275 170.0 617 170.0 1417 1170.0 680 163.7 1637 170.0 680 140.3 1837 170.0 880 122.8 1837 170.0 680;, W,m 50.625111 170.0 747 f70.0 583 170.0 896 170,0 83I 170.0 1048 170.0 884 170.0 1185 170.0 721 170.0 1345 170.0 747 170.0 1494 '170.0 758 147.1 1552 170.0 750 128.1 1552 170.0 758 110.4 1552 170.0 758 541n 170.0 797 170.0 812 170.0 958 170.0 691 170.0 1118 170.0 754 170.0 1275 170.0 603 170.0 1434 170.0 837 155.2 145S 170.0 850 120.3 1455 170.0 881 110.8 1455 170.0 801 07.0 1155 170.0 8811 W M U) 601n 170.0 685 170.0 701 170.0 1063 170.0 787 170.0 1240 170.0 B78 157,1 13M 170.0 944 138.7 1309 170.0 See 125.7 1308 163.5 994 104.8 1309 157-1 982 89,e 1309 157.1 982 78.8 13W 157.1 9021 '.1 U (0 -j LLI 83 In 170.0 930 170.0 745 170.0 1118 170.0 950 16'2.9 1247 170.0 940 142.5 1247 104.5 983 128.7 1247 152.6 965 114.0 1247 144.3 952 95.0 1247 136.2 930 61.4 1247 135.7 915 71,3 1247 135.7 9351 4. m ra '60 in 170.0 974 170.0 780 170.0 1189 170.0 903 148.4 1180 183.7 965 129.9 1180 147.8 045 115.4 1190 138.6 928 103.0 1100 128.4 014 88.8 1180 119.5 686 74.2 1180 118,1 893 84.0 1100 118.1 893' z ligg l Cf78 161.6 1010 169.6 877 134.7 1010 144.6 959 115.4 1010 127.2 842 101.0 1010 114.7 828 80.8 1010 105.8 817 80.8 1010 98.9 007 07.3 1010 00.6 705 57.7 1010 87.8 790 50.5 1010 87.7 788, J oZ > >g 137.4 008 141.8 7112 114.5 008 122.0 775 06.1 906 107.1 781 85.9 008 98.2 .749 78.3 808 BB.2 738 88.7 800 82.3 728 57.3 908 74.7 718 19.1 900 71.2 '710 42.9 808 70.0 7081 Q .d. ,� 127.1 881 132.5 754 105.9 861 112.5 738 90.6 861 08.0 725 78.4 Bel 88.5 713 70.6 001 111.0 703 63.8 881 75.4 084 53.0 BBf 08.1 6845.4 861 84.6 875 38.7 881 83.7 872' Z MZ 82.7 646 85.4 574 08.9 6W 72.1 564 59.1 848 82.0 554 51.7 640 50.1 545 46.0 846 50.8 537 41.4 846 47.0 530 34.6 648 41.11 510 28.5 846 38.2 511 25.8 8{6 30.5 507; Q m ZrF Wo 86.2 568 70.1 508 58.8 568 59.1 499 48.7 5118 51.4 491 42,8 568 45.8 483 37.8 568 41.4 476 34.1 568 38.1 470 28.4 588 33.4 459 24.3 568 70.5 452 21.3 588 28.) 447, U) LU 47.9 448 18.9 405 39.9 440 41.2 399 34.2 449 35.7 393 29.9 449 31.7 387 28.6 449 28.0 302 23.9 449 20.1 377 20.0 448 22.7 368 17.1 449 20.4 361 15.0 449 18.9 360 44.1 423 45.0 385 3(1.6 125 37,8 378 31.5 425 32.6 373 27.8 425 NA 367 24.5 425 20.2 382 72.1 425 24.0 356 18.4 425 20.7 350 15.8 425 18.6 343 � 411 (nto 34.9 364 35.5 331 28.1 384 29.8 328 24.9 384 25.8 321 21.8 384 22.8 317 10.4 304 20.5 313 17.5 364 18.7 309 a Z 20.2 253 20A 233 16.8 253 17.1 230 �i d TABLE 166 ANCHOR CAPACITY ADJUSTMENT FORMULA: e- €�m� Anchor Capacity Table lbs ANCHOR CAP!,,,,,,,,, F Subslmle: 2.71,Concrele 3.5k Cone. Hot-GAU Fitted CMU A13271b.slsaolm Metal (DP.,o)X( )=ANCHOR CAP.,,, MULLION CAPI,,,;,,,,,,, 3/18'Eko 114'SSEkv 5III El". 114-SS Ek. 1110 Steel 412 feel 91251ed AnehorCllpPattems AnclwrTypa: 118'EkoUllrecon 114'EkoUII,- uit. 3118'Ekotilbacen 114 Elco AOgreGol« Ultmoon AggreOal« Bcrew (G5) Scraw(G5) USE THIS FORMULA TO,OBTAINTHE'ANCHOR Edge Mlerme(in): 1' 2-+rz• r 2.111• 3-u6• r z-111• r 2-111• r 3-UB' 2• • 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN Embedment(In): 1.3)4• 1-114• tar.• 1.3/4' T 1-114' 1-1/4' t-i!4' 1-IPo' 1-114' 1-1/4• 2• 137 - Cedes ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anctgrs®5'A1in O.C./(2)2r5Arpfe Clips/(Fq.S): 3901bs 3801W 4501Ds 690105 17001bs 2101b3 2601bs 35416s 740lbs 374lbs 720Ibs 946lbs 341be 560 ros OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchom®3.5•hga O.C./(2)WArgla Clips I(Fig.2): 7801bs 7801bs 7901bs 10701bs 2525 @s 5401bs 180 Lbs WA 112011, 746 Lbs aw Ibs 18D2 Lbs 9e2ts 1120 ros CAPACITY(FROM THE TABLE)OF THE SELECTED nch �2.71•hOnO.C./(2)2s5AngteCaps7(Fq.3): 1120IDs Me lbs 9581bs 22461bs 22541bs NIA &t010s NIA 10591bs WA 1320lbs Wf0221bs i6801bs MULLION.IT WILL YIELDAMINIMUM ANCHOR CAPACITY WHICH MAYBE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE it sigl�cYlorida ANCHOR CAPACITY TABLE. ' a3 mmVlyinSs O nundiu8 Ccdc FIGURE 1: Aaxplr+lca No TABLE NOTES: Dale G✓1E� 1)SEE SHEET 1 FOR INSTRUCTIONS USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. l T SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. h1(aml We product Oonaol FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. .11 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. n'/(�F'/moi • • ® • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. -.125'x' 45° FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. " �- TC 3.250" No.68705 4 SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED -_ FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 490.WOOD SHALL BE PRESSURE-TREATED T� • • • • YELLOW SOUTHERN PINE.WITH AN SG OF 0:55.ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125' I b •• �`� S Ix, = THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 45•BAY STATE 6 <(/ LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULLION ` '� FLOR10?••'• ��: • THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. '% CCS••'••.......f�C2�� ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. 71I I � \c�� A.LYldtd MLLER,P.E. i FL P.E.#58705 I i I i H1.000"-I F•'-,.258"-^I ®��A --� 1.000` 1.060" Mv o 1.000' f-- --� 1.000" t` -.125" rc e2 = w .125" 3.125" .125' 3.188' i LL 2.750' 2.750' .,25' .125" N .125' ,125' 2.000' 2.000' I 2.116" .265" t Ism .125' L 650" L .125' Z °1 N fJ7 375" .376' '500' p F T -�- - -T T i .960' F w 1'X2"X.125'MULLION 1'X 2'X.375'MULLION 1`X 2.75'X.375'MULLION 1"X 2.75'X.650'MULLION, 1'X3.125'X.5'MULLION 1.25'X3.188'X.265"MULLION 1.26'X2.11-X.125'MULLION _ 6063-T6 ALUM. 6063-T6 ALUM. 6063-T6 ALUM. 6083-T6 ALUM. 6063-T6 ALUM. 8063-T6 ALUM. 8063.76 ALUM. to N X-SECTION X-SECTION X-SECTION X-SECTION XSECTION XSECTION XSECTION m 0 00 Z m F- F O x.125' TABLE A I Z �z STANDARD CLIP I 2X5ANGLECLIP Dimension VBlua(in) For Mullion: 2 gg� 8063.78 ALUM. 6063-T6 ALUM. � O QZ 2.000' I 2.126' 0- X-SECTION 2.000' XSECTION EA 1.625 -I D- _ I l 6083•T6U-CLIP ALUM. I .125" 2.654 1'X2'X.125' F U ZZ .125" XSECTION L 0.895 Aluminum Z Q ¢ N p Tube Mullion Q z z 00_0 az 0:740 Q� ao .125" Z n o 740 - 1:125 1"X2"X.375' w O Y Y 8 2'404 Aluminum 0� 3.125' 5.500' cUTHERETo .376' C 0:635 Tube Mullion FL Q .375" �i CREATE F-CLIP,SEE MIN. 5.000' D 0,490 Q„� O O MIN. DETAILF,SHEET4 .375'MIN. 0.2 Z rn .338`MIN. A 1:875 io o0�,m� r-------1 r-------� --------------------- B 3.000 1'X2.75'"X I I I I I A A I U-CLIP A i---------+ .375 Aluminum L- -----� L___-----I 6083-T6 ALUM. `- r----------------- 2X5ANGLECLIP C 0.767 TOPVIEW 6063-T6 ALUM. D 1:118 Tube Mullion L- TOPVIEW STANDARD CLIP CENTER OF ANCHOR HOLE MUST LIE WITHIN THE E .450 Min. 6063.78 ALUM. DASHED BOUNDARY.SEE SHEETS 5.17 FOR THE A 1.312 1"X2.76"X CENTER OF ANCHOR HOLE MUST LIE TOPVIEW CENTER OF ANCHOR ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR WITHINTHE DASHED BOUNDARY.SEE HOLE MUST LIE HOLE DIAMETER:ANCHOR DIAMETER♦1f18'. B 3.000 .850" SHEETS 5.17 FOR THE ANCHOR O.C. WITHINTHEDASHED C 0.476 Aluminum DISTANCE.MAXIMUM ANCHOR HOLE BOUNDARY.SEE Tube Mullion DIAMETER:ANCHOR DIAMETER.1116'. SHEETS SI7 FORTHE D 0.836 ANCHOR O.C. TABLE RODUGTRBVISBD DISTANCE.MAXIMUM PGT Part# A 2'� •A cargNyingwful the Nloride Mull Dlmenaion(sheet 1'X3.125'X ANCHOR HOLE B. 2.637 u6ding Codc 5.500' .375" DIAMETER:ANCHOR Mullion Std.Clip Offset Clip U-Clip Angle Clip 500'Alum coopwcv No .375" MIN. DIAMETER+1118'. C 0.863 Tube Mull �'- I ato MIN' 1"X2"X.125"(5} 66605 666113M 6661118M 666243M 666511M D 1.137 _____ ______ 1"X 2"X.375"(6) 666006 665114M 6661119M 666244M 666512M A 2.625 Aland fide Product Control -- ------I------ 1.25'X3.188' 1"X2.75"X.375"(7) 66607 666115M 6661120M 666245M 666513M B 3'282 X.265"Alum 1 I I I I I 1"X2.75"X.650"(8) 66608 666118M 6661121M 686246M 668514M C 0'882 Tube Mull YIJfJ nJ�(( �'.. i i D i 1"X3.125"X.500"(9) 66837M 6661116M 6661114M 666242M 666515M 1.26"X2.11"X ��, ��CENSE '•., P I i I i 1.25"X3.188"X.265"(12) 66641M 6661117M 6661113M 668241M 666516M A 1,813 .121'Alum �• ••.x'� '---------' ______ ,� No.58705. J 1.26"X2.11"X.125"(18) 69370 NTA NIA WA 666517M Tube Mull _ OFFSET CLIP NOTES: 126, 8083.78 ALUM. j ST TE OF C F fL/. I TOPVIEW 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THISSHEET. ',�,L�'••, pANCHOR O.C.DISTANCE. P,.•' \�� .740'-I--}--I . '3/OVAL 1'q AX-,��G 2)SEE SHEETS 5.20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS& ri � A.LYNN MIubEK P.E. 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. I FL P.E.#58705 i --� 1.000" 1.000• f-- 1.062"-1� 740' .083' .385' Q F .OG2• 125" ��xE' 062' .438" 4.00011 '126'STANDARD CLIP nY g 4.000' 4.000" 2 825' 2.000" 6063•T ALUM. 2.125' L2X.r, E CLIP U•CLIP 2'000"125" X-SECTIONgp83•TB ALUM. N ION .125' .125" X-SECTION '8 m .126' .125' Z yNrc 031' 1 .125'5 O W 7� CENTER OF ANCHOR HOLE MUST LIE WITHIN THE j W •125 155•J DASHED BOUNDARY.SEE SHEETS 5.20 FOR THE .. _ .375' 375" ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR I -O HOLE DIAMETER:ANCHOR DIAMETER+1116'. ' LU Cl 1'X 4-X.125' 1'X 4'X.375' 1'X 4'X.375' 5.500' 5.000' � Z cM U) MULLION MULLION 'T'-MULLION CUTHERETO I 375' F• J 6063.76 ALUM. 8083-TB ALUM. 8063-TB ALUM. 376' 3.125'---��I_CREATE F-CLIP.SEE '375' ��MIN. y X-SECTION X-SECTION X-SECTION 'MIN DETAILF,SHEET4 .W y; 1.250' .375' 1--- ---- --i 375' 1P m ---- r--------I 1 r------� � CENTER OF r-----i I � O e 1 I I I ANCHOR HOLE I I MIN' v AZ 1.250'--I 1.250' i I i I I MUST LIE WITHIN i I Q r �• I I I I I THE DASHED •- I I I I 1 BOUNDARY.SEE I i Z O Q I I I F SHEETS 5-20 FOR 1__I__ -_-I Q Z Z 2.875' --- I} --- F I i �.Q� ..o I I I I I THE ANCHOR O.C. do m 3.94' I I 1 I i F �DMAXIAtUM !ISTANCE. ZO R o" o'T 3.250'La 3.250" I I I I ANCHOR HOLE I J J, Y Y I I I I I DIAMETER: 00' .100" .100' L J L_-_____J ANCHOR -__--1- ----- O O -- I DIAMETER*1116' I ¢2X5 ANGI E CLIP '0 6063-TB ALUM. MX.100' 824• 624' STANDARD CLIP U-CLIP OF T _(_ 6063-T6 ALUM. 6063-TG ALUM. TOPVIEW o° H &� -1 ,820' F- I --1 .820" F°- -^i .820' 1-- WITHINCENTEHE ANCHOR HOLE MUST LIE TOPVIEW TOPVIEW WITHIN THE DASHED BOUNDARY.SEE 1.25'X 3.25'X.100' 1.25'X 3.25'X.824' ,1.25'X 3.94'X.824' SHEETS 5-20 FOR THE ANCHOR O.C. TABLE TABLE C,CONT. DISTANCE..MAXIMUM ANCHOR HOLE Dimension Value in For Mullion: Dime nslon Value(In) For Mullion. MULLION MULLION MULLION DIAMETER:ANCHOR DIAMETER+1116'. ( ) 6005.75 ALUM. 6005-TS ALUM. 0005-TS ALUM. F 3.687 1'X4' F 1.038 1.26'X3.25' X-SECTION X-SECTION XSECTION G 1,000 .125' G 0.500 X.824' ' H 2680' Aluminum H 1.438 Aluminum 3.469" 5.500' 1 3.000 Tube Mullion 1' 3.250 Tube Mullion 2.661' -{ . 125' .375' .375' F 3.187 1'X4'X F 2.625 1.25'X3.84' 1.37T� •125' 1.877" I MIN. G 0.757 .375' G 1.125 X.624' IIOA Ci' ___ _--� _______� H 2430 Aluminum H 1.500 Aluminum usoroplyllu1 wi01_Wcl^rida�� " i I 1 r I 1 3.000 Tube&'T 1 3.250 Tube Mullion 3u0dU,3Codc I I I I F 2250 1.25'X3.25' F 2.813 30'Ba Mull ran" / .125' I I I I I I I G 0.750 X.100' F 2.875 45°Ge LEI (�. I I I I H 1.500 Aluminum -125' 45' 2.250' I I I I I I I Miami adc Product Control 30'-I� I 3.250 Tube Mullion I I I i H I 3.250' I I 1 I I 1 TABLE D 1 t I l n 111 j 45°BAY MULLION 3.250' L I I L_ __-__J Mull Dimendon POTPert# \�� r,N'( LN'�4J/��i� 30'BAY MULLION 6083.76 ALUM. _______ ••""" 6063.76 ALUM. I X-SECTION (sheet#) Mullion Sid.Clip Oftset Clip USlip Angie Clip `��.•'•�,\GENS•'•.FAQ X-SECTION I I I .•.�� L 1'X4'X.125'(10) 80384 P 66611221A 886241M 868518M G1 OFFSET CLIP = �t No.58705 I I .125" -i- -L 6063-T6 ALUM. 1'X4'X.375'(11) 66610 6661123M 666242M 668519M .228'�1-•,981'-� .226"��,981'�1 TOPVIEW t'X4'X.375"T'(11) 88653 g681123M 866242M 666519M _ 'K�� _- NOTES: '740' 1.25'X3.25'X.100'(13) 20160 W1124M 6662410M 6665115M =-0 ! �o( �_ 1.25'X3.25'X.624'(14) 20161 WI126M 6662411M 6885118M :��••,� ISS 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET- 1.25"X3.94'X.824'(15) 20162 6881128M 888241M 686517M ' 't, °(ORIDP,.•' �Z� 30 Dolreo(19) 86649 WA WA I WA 6665110M 7s •• �\"�� 2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. 45 De ree(20) 88850 WA WA WA 6665111M tis ONAL r r0` 3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 9 A.LYtJ.E.#5670 P.E. � FL P.E.#58705 I i TABLE E ® N !C Mull Dlmenslon PGT Part# (Shoot#) Mullion Std.•Cllp U-Clip Angle Clip - I r '125' '1)`'125' -i I- •125' 16� �2"X4"X.25"(16) 66602 666261M 665271M 6665112M cjo 2"X T X.25"(17)1 66604 1 666262M I 666272M 6665113M I STANDARD CLIP U-CLIP I 2x5 ANGLE CLIP o2' 6063-T8 ALUM. 6083-T8 ALUM. 6063-T6 ALUM. 2.000' XSECTION 2.125 XSECTION 2.000" X-SECTION NOTES: I c� .125' . m.F 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING I .125' I .12b' L I (n N W DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. L ZO O 2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE �--1 490•--I HOLE LOCATIONS. 1.490' J W 3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 5.500' CUT HERE TO 5.000" _375' ULI O O. O 3.500' '1 CREATE F-CLIP, ! 07 ~ 2.000' .375' I_SEE TTAILF, .375' .375' I_ I_I_ MIN. = ZO (o O MIN. SHEET4 MIN. 1'-' J Z ------------- m r-------- ---------------�-�L --- -- -� ;-------- i Z �z O W � CL o Z 4.000' 3.438' + 3.438' .250"- 2'X 4'X.25' N O MULLION I I 3.438' I I I - r Z mZ' to 8063-76 ALUM. I I I I Q 6 u o V O X-SECTION I I .375" ( Z o -- - L-------------I--------d MIN. Up O Y oY L- ----------- - -- - j S O L- STANDARD CLIP 2X5 ANGLECUP U ¢ O O U-CLIP,6083-TB ALUM, Q CENTER OF ANCHOR HOLE MUST LIE 6(163-T6 ALUM. SED FOR 2"X 4"MULLION.SHEET'16 CENTER OF ANCHOR.HOLE MUST LIE 6083.76 ALUM. D-= Z y,(4 (n ,250' WITHIN THE DASHED BOUNDARY.SEE TOPVIEW WITH INTHEDASHED BOUNDARY.SEE TOPVIEW o m0 s:0 SHEETS 5.20 FOR THE ANCHOR O.C. TOPVIEW SHEETS 5•20 FOR THE ANCHOR O.C. •_y €�mD= DISTANCE.MAXIMUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST LIE DISTANCE.MAXIMUM ANCHOR HOLE DIAMETER:ANCHOR DIAMETER+1/16'. WITHIN THE DASHED BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER-1/16'. SHEET,$5-20 FOR THE ANCHOR O.C. - 5.500' DISTANCE.MAXIMUM ANCHOR HOLE CUTHERETO DIAMETER:ANCHOR DIAMETER*1/16'. 5.000" 2.000'- 3.600"�''{ CREATE F-CLIP, r� "1 .375' I SEE DETAIL F, .MIN.375' I ,375' MIN. �-SHEET4 MIN. I MIN. 375' I 1 � I I I I I i cutaplylnll whh Ne Flodde I I I I OIId108 Code ^�{ No'LT� �/•�. � Efew I I IaProduct onuol .250" 6.000" -j-- -i-- --j 4.688' `✓ t 5.438" I I 5.438" I I 5.438' I I I I \ YMV { LENS d<<F/��: N \C F•• Q 2'X 6'X.251 � I � I i I i P�;• \. MULLIONI I I I I Si:• 6063-T6 ALUM. I I I I I I _ �- Wo.58705 •-k X-SECTION I I I I .375' I I I I L------- -------j MIN. -- -- ------- ------ ------- STATE OF •f-Al L_ STANDANDARD CLIP U•CLIP 2X5 ANGLE CLIP �T�S'•FL OR � •250" 60 ALUM. 6083-T6 ALUM. 6083-T6 ALUM.RD S�ONn�- TOP VIEW USED FOR 2'X S'MULLION, 17FOR 2'X S'MULLION,SHEET I7 TOPVIEW Y i t t t P.E.TOPVIEW A.LYNN MILLER, . FL P.E.#58705 i I t i I { EXAMPLE 1:SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES,HE WINDOW FRAME DEPTH IS 2-i14'.THE OPENING REQUIRES DESIGN PRESSURE OF+60.01-60.0 PSF. g 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 RECTANGULAR LOADING MUST BE USED,SCAN THE MULLIONTABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-114'AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+60.01.60.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. SSM xk E TRA FROM TABLE 3A,SHEET 7,THE 1'X 2.7�X.375'MULLION(LENGTH-72',OPENING WIDTH=70')MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+/-58.3 PSFAND WOULD 6 o O pETAILSNOT BE SUITABLE FOR THIS APPLICATION.SHEETS FROM TABLE 4A,SHEET 8,THE 1'X 2.75'X.650"MULLION(LENGTH-72,OPENING WIDTH=70")HAS A DESIGN PRESSURE OF+/-72,7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE d 72• OPENING AND MAY BE USED IN THIS APPLICATION.NOTE HTY REQUIRED O636BS. E ANCHOR CAPACITY LI MULLION N tENGTH 4 ANGLE CLIPS WITHUSE TABLE 4D OFIND THE(4)012 ANCHORSR TYPE.ANCHOR QUANTITY A CAPACITY OF 885 LBS THOUGH ED CLIP ITHER ON1RED FOR THE WOOD E COULD BE USED,HE STANDARD CLIP IS EASIER TH THE O NST 1 WITH(4)#12 ANCHORS AND THE 2X5 N a m ILf Z Ul SEE DETAILS, 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL _j W HE.3 APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULL1O AND HE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE -1 W 2.3 INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. Of X m IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS+/-60.0 PSF.THP OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 CBS.ALTERNATIVELY, Iii o g O 20 ANCHORS-jiN WINDow az L THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: GDce --I�A1ULL WID7 636 LBS i J OPENING MOTH (60 PSF)X( )=524.9 LBS (MAYBE USED TO QUALIFY#10 StEEI SCREWS FROM TABLE 4B) ( � 7) 72.7 PSF THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL.THE WINDOW FRAME DEPTH IS 2-3I8.HE OPENING REQUIRES :E � aZ DESIGN PRESSURE OF+50.0!•55.0 PSF. � Z FOR THE VERTICAL MULLION: o 1)INiT1ALLYASSUMtNG TATA 1'WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 32'+72'+i'=i05`AND THE OPENING WIDTH IS 36"+36'+1'=73'.REFERENCING SHEET 25, Q 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 EXAMPLE 2:MULTIPLE MULLIONS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.01.55.6 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. m A u Muu x4Dm FROM TABLE 3A,SHEET 7,THE 4'X 2.76'X.376'MULLION(LENGTH=108`,OPENING WIDTH=60')MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+1.15.1 PSF r.1 AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. i U FROM TABLE 12A,SHEET 16,THE 2'X 4'X.250'MULLION(LENGTH=108',OPENING WIDTH=BD')HAS A DESIGN PRESSURE OF 0-64.7 FSF WHICH EXCEEDS THE REQUIREMENTSZ O O d.2 U SEE FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE HE ANCHOR CAPACITY REQUIRED OF 971 LBS. 12 m O s.0 SEE DETAILS, _ 32 FENESTRATION SHEETS BEOAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2"TO THE WIDTH OF THE MULLED UNIT,HE ADJUSTED OPENING WIDTH IS 36'+36'+2'=74',;NOT 73'AS PREVIOUSLY PRODUCTS ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABFE FOR THE ADJUSTED OPENING.ALTERNATIVELY,HE WINDOW MOTHS MAY BE EDUCED TO MAINTAIN APPROVAL THE 73'DIMENSION(35.1/2"+35.V2+2"=73"). I j 2)USE TABLE 12D TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE.IN HIS EXAMPLE,ASSUME THE POURED vERTtCAil i CONCRETE HEADER AND SILL ARE 8"WIDE.IF THE MULLION CUP W�RE TO BE CENTERED WITHIN THE 8E',CAMUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. MULLION` - '•- ' USING THE STANDARD CUP WITH 8 3176'ULTACON ANCHORS AT AN EDGE DISTANCE OF 2-112'GIVES AN ANCHOR CAPACITY OF 1056 LBS WHICH!S GREATER,AND LENGTH SEE ''�-SEE THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 871 HIS. OPENg DETAILS DETAIL E. I ING SHEETS 24 SHEETS FOR THE HORIZONTAL MULLIONS: HEIGHT FOR BECAUSE HE VERTICAL MULL WILL BE A 2'X 4'X.250'MULLION,IN.HIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS,ALTERNATIVELY,ANOTHER U I 72, MULLION TYPE COULD BE CHOSEN. RODUCTT2BVISED MULLIaN { usompiftvm�tl kth.Fkdda 1)THE MULLION LENGTH IS 36"AND THE OPENING HEIGHT IS$2'+7242'=106`.REFERENCING SHEET 25,THE COLUMN USING TRAPEZOIDAUTRIANGULAR LOADING MAY BE USED.FROM TABLE 12A,SHEET 16,THE 2'X 4"X.250'MULLION(Q EENGTH=42,OPENING HEIGHT=120')HASA DESIGN PRESSUE OF+/-170.0 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAYBE USED IN THIS APP41CATION.NOTE THE ANCHOR CAPACITY REQUIRED OF$21 LBS.SEE DETAILS, 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE.IN HIS EXAMPLE,ASSUME;THE CMU JAMES ARE 8' diunl� s Praduts Canvat SHEETS WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8')CARE MUST BETAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE,USING HE 2X5 ANGLE CLIPS NH / 23 l (4)3116"ULTTiACON ANCHORS AT AN EDGE DISTANCE OF 1'GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GRATER,AND THEREFORE SUITABLE,FOR THE REQUIRED x IT I 1!f 7 ANCHOR CAPACITY OF 521 LBS. 4g/� 36',HORIZ. 36-,HORIL I �+,• MULLLENGTH MULL LENGTH 4)FOR THE U-CUP IN LE 125 FOR THE U-CUP CAPACITY IS 1074 LBS TWHEN USING HORIZONTALHE A CHORS,WH CH S GR ATE .AND THEREFORE SUITABLE,FOR ATHE REQUIRED ANCITY OF 621 LBS. CHOR CAPACITY REQUIREMENT OF 521 LBSHOWSTHEANCS. E `, t,\CENSE FAQ OPENING WIDTH FOR VERTICAL MULL ANCHOR TYPE IS A#12 STEEL SCREW. No.58705 FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS: - +1-64.7 PSF FROM THE VERTICAL MULLION; +/-170.0 PSF FROM THE 36'HORIZONTAL MULLION ATTACHING TO OMU; . ..0'' _l (S U/ +/-170,0 PSF FROM THE 36'HORIZONTAL MULLION ATTACHING TO HE VERTICAL MULLION(INTERSECTION). ��., ATE�F :�1(/; THE LOWEST DESIGN PRESSURE IS+1-64.7 PSF AND WOULD APPLY TO ALL OF HE MULLIONS. ••,pLOR10P, • VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL APPLY TO THE OVERALL ASSEMBLY,FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN A.LYM4 MluatWP.E. ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. FL P.E.#58705 I I I I { I I s I Lu EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDAUTRIANGULAR LOADING: ®£ n �' o I PW PW k' do i a PW / ;/DH NS/H SH/DH S�11H PWPWQ ;; / / 00 / LU o�. O LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION j / �j/ m co t J SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS HINGE DOOR I m SGD z LOADING OF VERTICAL MULLION W PW 1 ,=j W a v rcZ LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION Q CL r Y PW _ Z ` ` ao 0 aoa- PW PW PW � U a S / In tr 4 SH/DH SH/DH SH/DH SHIDH Z i _ I L"1 0s0 1 I SHlDH @ly All LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION SILL OF WINDOWS NOTANCHORED WITH INTERSECTING VERTICAL MULLION LL�� ' 1 PW PW HR 1 1 I LOADING OF HORIZONTAL LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION I MULLION I P HINGED DOOR PW PW j NOTES: RODUCT REVISED s comPlYinBwllh ILc Florida 1)DRAWINGS ARE undlug Calc Ti�/� ��/I 1 RERESENTATIONS OF TYPICAL mplenw No '`�1 PW CONFIGURATIONS. P ° CONFIGURATIONS NOT SHOWN PW I / / MAY BE EXTRAPOLATED FROM y�pr C0n4o1 C O 1 / / -- - THOSE SHOWN. 1 2)IF THE LOADING TYPE CANNOT \\ �(LYNN�,gt PW BE DETERMINED,USE `�'t`•.•�C(:P:SF.,.;'Y �� RECTANGULAR LOADING. Q; PW rz I �z pw 1 / - - 3)SEE PRODUCTS'APPROVAL FOR -�Y' N0.58705 •'}� ACTUAL'pNCHOR LOCATIONS.L I - Will ILOADINGOFVERTICALMULLION LOADING OF VERTICAL MULLIONa PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS • !,ATj SGD 0'NC•,..FCORIUI`,,•'\�� 9/0 14 LOADING OF VERTICAL LOADING OF HORIZONTAL i A.LYNNt�lULI=R,.P.E. MULLION MULLION I FL P,E.#58705 I i