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Home My WebLink AboutProduct Approval 7 26 2 BAS 2 24 4 4 0 PAA 1� MIAMI•DsADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section(In Miami—Dade County) and/or the AHJ(in areas other than Miami—Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to-perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including-the High Velocity Hurricane Zone.- DESCRIP-TION:_ eri "PW-520 Vinyl"White PVC Efixed Window L.M.I. APPROVAL DOCUMENT: Drawing No. 5190-1 titled "Vinyl Picture Window, Large Missile Impact", sheets 1 through 10 of 10,dated 08/04/08,with revision C dated 06/01/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Section Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT:_ The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#13-1009.04 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. MIAMbDADE COUNTY N No. 15-0612.13 Expiration Date: January 08,;2019 ( yyFZ INK 111.1 Approval Date: July 23 2015. Rllli�j 1✓ Page 1 `!_, PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under N0ANo._08=0820.15) - 2. Drawing No. 5190-1, titled "Viny_i_Picture W__indow, Large Missile hnpadt" sheets 1 through 10 of 10, dated 08/04/08, with revision -6- eat d'06/0'1-/ 5;prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test, per FBC,TAS 202-94 4)Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of a series PW-520 vinyl fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-5712 and FTL-5729, dated 08/13/08 and 09/09/08 respectively, both signed and sealed by Carlos S. Rionda, P.E. (Submitted under NOA No. 08-0820.15) C. CALCULATIONS 1. • Anchor verification calculations and structural analysis, complying with FBC-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 ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). ManueI P e P.E. Product Control iner NOA No.15-0612.13 Expiration Date: JanuaryO8,2019 Approval Date: July 23 2015 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their. "Kuraray Butacite®PVB Glass Interlayer"dated 04/25/15, expiring on 12/11/16. 2. Notice of Acceptance No. 12-1017.02 issued to Quanex Building Products,Inc.,for their"White Rigid PVC Exterior Extrusions for Windows and Doors" dated 02/07/13,expiring on 12/26/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5'h Edition(2014),dated June 1,2015,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated June 1, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 3. Laboratory compliance letter for Test Reports No. FTL-5712 and FTL-5729,dated 08/13/08 and 09/09/08 respectively, both signed and sealed by Carlos S. Rionda,P.E. (Submitted under NOA No. 08-0820.15) G. OTHERS 1. Notice of Acceptance No. 13-1009.04, issued to PGT Industries for their Series "PW-520 Vinyl"White PVC Fixed Window-L.M.I." approved on 11/14/13 and expiring on 01/08/19. Ma uel Per P.E. Product Control iner NOA No.15-0612.13 Expiration Date: January 08,2019 Approval Date: July 23 2015 E-2 NOTES: LARGE MISSILE WINDOWS NOA DRAWING TABLE OF CONTENTS SHEET 1.GLAZING OPTIONS: GENERAL NOTES...........................1 A.7/8"LAMI I.G.GLASS COMPRISED OF(1)LITE OF 3/16-TEMPERED OR ANNEALED GLASS, AIRSPACE AND 5/16"LAMINATED GLASS ELEVATIONS...................................2,3 WHICH IS COMPRISED OF(2)LITE OF 1/8'ANNEALED GLASS WITH AN1,090 INTERLAYER OF BUTACITE PVB BY GLAZING DETAILS..........................4 KURARAY AMERICA INC. GLAZING DETAILS..........................5 B.1"LAMI I.G.GLASS COMPRISED OF(1)LITE OF 3116'TEMPERED OR ANNEALED GLASS, AIRSPACE AND 5/16"LAMINATED GLASS SECTIONS,BOX FRAME................6 WHICH IS COMPRISED OF(2)LITES OF 1/8'ANNEALED GLASS WITH AN.090 INTERLAYER OF BUITACITE PVB BY CORNER ASSY,BOX FRAME 6 KURARAY AMERICA,INC. SECTIONS,I.F.FRAME.................7 CORNER ASS-Y,I.F.FRAME.....,...7 2.DESIGN PRESSURE RATINGS:(SEE TABLE I AND NOTES BELOW) EXTRUSION PROFILES.................8 A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND ASTM E 1300 GLASS TABLES. PARTS LIST.....................................8 B.POSITIVE DESIGN LOADS.BASED ON TESTED PRESSURE,WATER TEST PRESSURE,AND ASTM E 1300 GLASS TABLES. ANCHORAGE,BOX FRAME...........9 3.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, ANCHORAGE,INTEGRAL FIN.......10 INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,CURRENT EDITION, 4.FOR ANCHORAGE INFORMATION SEE SHEETS 9 AND 10. 5.SHUTTERS ARE NOT REQUIRED.FOR INSTALLATION OF UNITS ABOVE W FROM GRADE IN THE HVHZ, THE EXTERIOR CAP OF INSULATED UNITS MUST BE TEMPERED 6.REFERENCES:TEST REPORTS,FTL-5712&FTL-5729. ELCO TEXTRON NOA ANSI/AF&PA NDS FOR WOOD CONSTRUCTION QUANEX BUILDING PRODUCTS,INC.(WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS AND DOORS) 7.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). TABLE i.DESIGN PRESSURES(PSF) GLASS TYPES:A.718"LAMINATED INSULATED GLASS(3116"A-AIRSPACE-1/8"A.,.090,11WA.) B.V LAMINATED INSULATED GLASS(3/16-A.-AIRSPACE 118"A...090,116-A.) WINDOW GLASS [ WINDOW WIDTH jK1(jHT ITYPE 59,000 60.000 61.000 62 ODO �44000 j A,B 1 +60.0 1 -80.0 +80.0 1 -60.0- +60.0 1 -80.0 .0 �_80-0 AREA J 18.03 SQ.FT: 18.33 SQ.FT. 18.64 S0,FT. 18,94 SQ.FT. PRODUCTIMVIS130 M ccmptyinpwith the Fladds 45.00D A,B +80.0 1 -8D.0 I"'"Code AREA 18.44 SOXT, 18.75 SQ.FT. 19.06 SQ.FT, 19.30 SQ.FT. 4,, 6� P7 coN de 46-000 A,B +80.0 1 -80.0 AREA 18.85 SQ.FT. 19A7 SQ.FT. 19.49 SQ.FT. 19.81 SQ.FT. 47.000 8 +81()0 ieo.o +79.9 1 -79.9 �REA i.26 Q.FT 19.50 SQ.FT. 19.91 SQTT. 2a24 SQ.FT. AB.00p A,B +80.0 -80.0 +78.8 1 -78.8 RREA 19.07 SQ.FT. 20.00 SQ.FT. 20.33 SQ.FT. 2o67 sQ.FT LYNN lyj1�III . ........... NOTE: . 1.THE MAXIMUM ALLOWABLE DESIGN PRESSURE FOR 112 CIRCLES IS+1-80.0 PSF FOR ALL SIZES, Nm 56705 2.IF A TEMPERED CAP IS USED MAX.DIP IS+1-50.0 PSF. '? tei lei V.r. 11125)08 A PER LFIMKL%TEDfWf1" 10707ECHNOLOGYDRAIE 7-ABLE OF CONTENTS&PRESSURES 0 NOTES, 8 FBO201000DECHMOE N.MIC&FL JW5 REWSEDNOTEOLOCK so 0avt/15 0 Ra Box log Vlnyl Picture Window,Large Missile Impact a-lip Ua.-5;a;M N.MICE,a 34274 v"ibly Haw A.�YWWL�LR,P.E. D.G. 014M FLCOA429M PW-520 NTS] _1 a.10 6190-1 fic FL P.E.#58705 51 1/4"FRAME O.D. 48"MAX. 48"MAX. 1112' 4 1/8"O.C. MAX. MAX. 12"CENTERS MAX. MAX.6. TYP. MAX TYP. 61 MAX. 62" 62" MAX. MAX. _ 581/8" 581/8" / MAX. / MAX. / DLO / DLO 0 65114" FRAME O.D. PRODUCTRBVISED 6. as complying with tho Phidh lluil ling Code MAX Acceptance No/ E.Iration Date -f,01q By Miomi adeP uat' 7441/8"MAX.DLO 441/8"MAX.DLO BOXrFRAME � INTEGRAL FIN MAX:SPZE"4 MAX.SIZE=48"X 62" �.`�pN�.......•Mq� ��.•�11;ENSF'•.F� rin.5B705 NOTE: c - FOR ANCHORAGE INFORMATION SEE SHEETS 9 AND 10. O 17 If `uI ar aftn� a-=adc A raF or '�\ D.0. 11126M A PER MWNI-DAVELETTER DATED 10MI03 '�� FCORIDP•' G\ R 1070 TECHNOLOGY DRIVE ELEVATIONS •........••�� J.J. fW18111 B NO CHANGE THIS SHEET N.VENICE,FL 31275 \ Qi* NO CHANGE THIS SHEET ao.etTx rszra Vin 1 Picture Window,Large Missile lm act ''A S!ONA�111 SC oeADin5 c t.".+aar tam s"m —9- — A.LYNN MILLER,P.E. !> Ab: N.VENICE,FL 31274 Vtrfbly Better PWS20 NTS 2 d 10 5190-1 C D.O. W4108 FL COAN29n6 FL P.E.�158706 4"O.C. f MAX.TYP. 34 5/8" / FRAME / 275/8" O.D. MAX. / DLO 31 1/2" MAX. 11/2" 4'O.CL "5" " MAX.TYP. MAX.TYP. MAX. TYP. 12"o.c.max 581/8"MAX.DLO 63"MAX. 27 5/8" 661/4"FRAME O.D. MAX. DLO 31112" HALF CIRCLE - INTEGRAL FIN / MAX. MAX.SIZE=63"X 31.5" 8" MAX. 1 1 1 i 1 1 PRODUCE REVISED m complying Mth tho Tloltds Roilding Cbde 1�� 2 13 Aceepl"nce No 12"CENTERS MAX 8' 6- e in Dnte I�j MAX. MAX' Ry_ 581/8"MAX.DLO ��im,d ePmducr trd 63"MAX. llllllll HALF CIRCLE - BOX FRAME , c MAX.SIZE=63"X 31.5" +`�*� ��c�NSF '•F�' 140-53705 r NOTE: FOR ANCHORAGE INFORMATION SEE SHEETS 9 AND 10. l+n."ey: ar• R.w�.• o otie.e ',A sv OF :•�?` D.G. 1125M A PER MIAMf•DADELETTMDATED iWIM ELEVATIONS ',,�-�X" •••.rLORIO DFIP•' a� �roee: 197V TECHNOLOGYVE (C J.J. 16H8111 B NO CHANGE THIS SHEET N.MIM FL 34276 ,• RO�fb" NO CHANGE THIS SHEET P.O.Box 1629 Vinyl Picture Window,Large Missile Impact , ,,� SC MUM a e wiser e� a.e IIYMpN w A.Llr'tSuMdE'R,P.E. —D�. —81 N.VENIC&FL 34274 V1r16(y Be[Aer PW520 NTS 3 .10 5190-1 G' FL P.E.#58705 —D.-G. ND?/OS FL CQ4#M96 I"OVERALL GLASS NOMINAL -7— 1"OVERALL GLASS NOMINAL 1/8"ANNEALED 5116"LAMI GLASS NOMINAL 1/8"ANNEALED — 5116"LAMI GLASS NOMINAL GLASS GLASS AIRSPACE .090"BUTACITE AIRSPACE .090"BUTACITE 3116"TEMPERED OR PVB INTERLAYER BY PVB INTERLAYER BY KURARAY AMERICA,INC. 3/16"TEMPERED OR KURARAY AMERICA,INC. ANNEALED GLASS ANNEALED GLASS 1!8"ANNEALED 1/8"ANNEALED GLASS GLASS 13 ORS 13 ORS 1/2"NOM 6 1!2"NOM GLASS BITE GLASS BITE 5 D 5 OUTSIDE OUTSIDE 3 ET 3 PRODucravism 72 -comptying with tbo rqMda OPTIONAL—/ OPTIONAL Doilding OD& . AMPI-CN.15.0rot?.13 FLANGE FLANGE 13 imlio O.ate 019 BY Miami edeProducl ntw u OEAMITG;7GLAZING-DETAIP 1" LAMI I.G. GLAZING DETAIL Aflt-1/1 IWITH 5tl -0-" LA-Ml GLASS WITH 5116" LAMI GLASS BOX -fff- - ETNTFC, -OR TEGRA WE BOX OR INTEGRAL FIN FRAME j4o, (BOX FRAME SHOWN}-- (INTEGRAL FIN FRAME SHOWN) —A IPERMUMA17E R.Q. I I LERERDAMD 10408 OF 10/18/ft Rooll— 1070 TECHHOL00YORME GWIIINVG DE fLs JU PLOR% NO CHANGE THbg SHEET At ......... I'r' No cHmGE mis sm�r viwcF.n xvs site Impac sc yl, P.O.eox tog DG= Vinyl Picture Window,Lame Mis t "l,q&l0NAN- o" M VVWM ft 3W4 Mibly&,-t� A.LYN�Mld�R,P.E. D.G. �U8 Fl.C04 429M PW&V FUL 4 a.10 5180-1rC FL REX 58705 7/8"OVERALL GLASS NOMINAL 7/8"OVERALL GLASS NOMINAL 1/8"ANNEALED 1/8"ANNEALED 5/16"LAMI GLASS NOMINAL 5/16"LAMI GLASS NOMINAL GLASS GLASS AIRSPACE .090"BUTACITE AIRSPACE .090"BUTACITE PVB INTERLAYER BY PVB INTERLAYER BY 3116"TEMPERED OR KURARAY AMERICA,INC. 3/16"TEMPERED OR KURARAY AMERICA,INC. ANNEALED GLASS ANNEALED GLASS 118"ANNEALED 1/8"ANNEALED GLASS GLASS g OR 10 g OR 10 6 1/2"NOM 6 1/2"NOM GLASS BITE GLASS BITE 4 4 IV 0 O � OUTSIDE OUTSIDE 3 3 1 PRODUCT REVISED 2 "'complying w1161ho Modda ildinCode OPTIONAL OPTIONAL Acccplmim NO 115-06 i2'13 FLANGE FLANGE E fmlionDale ?4Iq By Miami adeProductC_I, 7/8" LAMI I.G. GLAZING DETAIL 7/8" LAMI I.G. GLAZING DETAIL WITH 5/16" LAMI GLASS WITH 5/16" LAMI GLASS :��°N;; E140. BOX OR INTEGRAL FIN FRAME BOX OR INTEGRAL FIN FRAM :. 140.50705 (BOX FRAME SHOWN) (INTEGRAL FIN FRAME SHOWN) �•(� �� IS /u_ D.G. 1112eNB BSA a PER MlAM6DADELETIER DATED 101108GGWING DETAILS �'U•c� FlOmp?:'' C� 1070 TECHNOLOGY OR" '� �' '•..... �1 J.J. 10118/11 B NO CWNGE THIS SHEET N.VENICE,W.SIP7S � �i S' aw , Vin Picture Window,Large Missile Impact �,S�ONAL R, SC MUM C NO CWUIGETHIS SHEET P.O.BOX 1688 �,y, e,,,� —"v- — a,"e�� ctnem ' MVENICF FL 34274 VL1161y Bettew A.LYNN BILLER,P.E. D.G. 814M FLCOAA7&29a Pw510 FUL 5 m 10 51801 C FL P.E.#68705 3 3 0 13 14 JLuu_I 2 3.260" OPTIONAL 3.250"—1 FLANGE L OUTSIDE cz 2 4 5 1,938" _ MAX DAYLIGHT OPENING TYP. MAX.WINDOW WIDTH 3 HORIZONTAL SECTION 4 (BOX FRAME) 5 MAX. WINDOW HEIGHT 9 13 14 14 4 5 INSIDE MAX. DAYLIGHT HOT OPENING PRODUCtREWSED WELD 3as th.Froolda Acceptance No ls- 61Z 13 BY'ration Date 019 �'ration y a 2 mi Dadeploduct, �l�-J� � HOT WELD CORNER ASSEMBLY Mi .. .. (BOX FRAME) 2 ... .... VERTICAL SECTION (BOX FRAME) (1;7rl y Ly L aa 1112M o"'— ao. f112M A PERMLW42WELETMRDATED MIMS 'T TE r zz� T 1011WIl 10/11vil 8 NO CHANGE MIS GREET 0 IF .=,OGYD:W —..M SECTIONS CORNER ASSY,BOX FRAME 0, ,r TW M IL RM 0 OOMI /15 15 c NO ChANGE THIS$HEEr P.O.WA IM Vin Plcfure Window,Large Missile Impact % I —6 10 -5190.1 A. amr D.G. M/08 MIUL CDar¢szsePW-520 HAL C --FL REN 68705 1 3.260" OPTIONAL 3.250" FLANGE OUTSIDE 4 4 3 1.936" --- MAX.DAYLIGHT OPENING --------------------------- 4 TYP. MAX.WINDOW WIDTH HORIZONTAL SECTION M AX (INTEGRAL FIN) WINDOW g 13 HEIGHT 10 14 INSIDE 4 5 MAX. DAYLIGHT HOT OPENING 3 WELD PRODUCrREVIM IRE wcomplyingAvItht1wFlaft Bol"2 'o A pl= Hy HOT WELD CORNER ASSEMBLY j LYNNob\.......... flee� (INTEGRAL FIN) VERTICAL SECTION No5117055 (INTEGRAL FIN) Dw. ' DA fln&W APER MMMMMELETrERMED 031/08 SECTIONS,INTEGRAL FIN STATEOF 10707ECHNOLOGYDRAIE a NOMWEMSSHEEr N.vw1cE,FL 3W5 Isr.w. am., 'c xocHmGEwissHEEr /Oh fns P.O. Whyl Picture Window,Large Missile Impact JAI. u.mor A.'&WWALCER,P.E. D.G., 8104108 FL COA#20M PW-520 HALF FL REM 58705 ITEM DWG NO. PART# DESCRIPTION 803" ,215" 1 1 5165 65165 INTEGRAL FIN FRAME HEAD,SILL&JAMB 268" 2 5135 65135 BOX FRAME HEAD,SILL&JAMB II 3 5109 65109 FILLER-INSTALL HOLE COVER 11.171" -4 � 4 8463 65148 SDL 7/8"I.G.BEAD ITEM 3, 035" ITEM 5 5 6492 65112 STD1"LG.BEAD INST. HOLE COVER 1" I.G. BEAD 6 DOW 1199 SILICONE MAT'L:White Ridged PVC MAT'L:White Ridged PVC 7 3,625" by Quanex Building Products,Inc. by Quanex Building Products,Inc. DWG NO.5109 DWG NO.6492 8 .828" 272° 7/8"LAMA I.G.GLASS:3116"TEMJF RED OUTBOARD- Q ,040" 1 9 AIRSPACE-118"ANNEALED- (511 -LAW fE�al PJB �^ INTERLAYER ANNEALED(5/16"IAAlin II�JII -- .070" 7/8"LAM I.G.GLASS:3116"ANNEALED OUTBOARD- .040" ITEM _J 10 AIRSPACE-118"ANNEALED-.090"BUfACITI@ PVB INTERLAYER-1/8"ANNEAL®(5/16"LANs 2.000" 7/8" SDL BEAD 11 MAT'L:White Ridged PVC 12 by Quanex Building Products,Inc. 1"LAM I.G.GLASS:3116"TEM3EREDOUTBOARD- 060" DWG NO.8483 13 AIRSPACE-1/8"ANNEALED-.090"BUPACnMPVB INTERLAYER-1/8"ANNEALED(5116"LAMS 1"LAM I.G.GLASS:3116"ANNEALED OUTBOARD- 3.250" 14 AIRSPACE-1/6"ANNEALED-.090"BUT'ACITESi PVB INTERLAYER-1/8"ANNEALED(5/16"LAM) ITEM 1, INTEGRAL FIN FRAME MAT'L:White Ridged PVC by Quanex Building Products,Inc. NOTE: DWG NO.5165 ALL EXTRUDED VINYL MANUFACTURED BY QUANEX BUILDING PRODUCTS,INC. 0 .040" PRODUCMISVISED 0 complying wilh the Flufft Building Code 2.000" AcccpL""I No 15-OCo►Z.1'j R�plmliml Dolo Iq e .060" Mi n' ode Product Comrd `,lllnllrll 3.250" `�ti��NcENSE ITEM 2, BOX FRAME �c' No.5d705 MAT'L:White Ridged PVC by Quanex Building Products,Inc. _ , - DWG NO.5135 J .�-7 i71S 'fu= `7. OF �' aG II&M "APERMUIM1-aWELETTERa4TE)1a31/08 EXTRUSION PROFILES&PARTS LIST 'Uh�''•r!•oRtD..'' C rr. 1alenr a NocHA1lGEmrsSHEEr 1oTN ver E usaz s"�P�T " '�`S`S/ONn1..� HO CHANGE THIS SHEET VE CE, L34 Vinvi Picture Window,Large Missile Impact SC aeoins c e.4.eat ma m.ee w.aow A.LYNN MILLER,P.E. ,, c.r N.VENICE FL 91274 [Rt1b1y Berner PW-520 NAL 8 d 10 Simi C D e 'VO4/08 Cpgg FL P.E.#58705 .120'DLA.x 1 1/2'ROOFING 1l2"MIN.EDGE I— nwL,1112'MAX FROM 1,430"MIN.EMBEDMENT CORNER&4118'O.C., 1/4"MAX.SHIM --I►� 2xWOOD BUCK TYPICAL FOR RECTANGLES, NOTE 4) SQUARES,&1/2 CIRCLES. 2%�_ WOOD BUCK 2xWooDBUCK 1/2"MIN.EDGEENOTEa) (SEE NOTE 4) 1/4"MAX. r SHIM 0 OPTION OPTIONAL1.430"MIN.EMBED FLANGEl „ FLANGE .120'DL4.x 1 1/2'ROOFING NAX HIM 11/2'MAX FROM CORN &41/B•o.G,TYP/C1/2"MIN.EDGE .120'DIA.x 1112'ROOFING NAIL, FOR RECTANGL OPTIONAL FLANGE 1 1/2'MAX FROM SQUARES,&1/2 CIRCL CORNER&4 1/8'0.C., n embed ©TYPICAL FOR RECTANGLES, SQUARES,&112 CIRCLES. JAMB W/NAIL FIN HEAD WI 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 NOTES: ns complying with tho Florida Euilding CodC ( ) 1.FOR CONCRETE MIN.2.9 KSI APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED 3/16"ULTRACON,© Aceeplmua No ,]7j Fa irelio Dale 4 EMBEDED 1318"MIN., DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1"MINIMUM.MASONRY SHALL CONFORM TO ASTM C90. 2.FOR WOOD(G=0.55)APPLICATIONS IN MIAMI-DADE COUNTY,USE#10 STEEL SCREW,EMBEDED 1 3/8"MIN.. I+y liam 3.FOR INTEGRAL FIN APPLICATIONS IN MIAMI-DADE COUNTY,USE.120"DIA.x 1 1/2"ROOFING NAIL. Ivade Product Cono-d 4.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 11/2". lx WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1112"THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. o 5,FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063-T5 AND A MINIMUM OF 1/8"THICK.THE ��.•or-Cs� '•F'f' ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN f< IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A#10 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE x;' pIn.5B705 - ALUMINUM.IF THESE CRITERIA ARE MET,THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ULTRACONS MAY BE USED_ _ u '7 S w D.O. lf)2&W A PER M/AMFDADELETTER DATED 10I MS � � ANCHORAGE DETAILS,INTEGRAL FIN ;'�O'•.• STAYE r flsibnc 10,10MCHNO100YORIVE �` FLORID,• ,CJ' ,Lr. . 1�rBHr fle".vv NOCNANGETNISSNEET 'L "176 ��- Vln Picture Window,Large Missile Impact y�C�. SC 0&01/15 C CHANOEDT0.120'RDOFINONALL P.O.SOX 1M20 ��,d,r s� s.k a.wow fl.,: A,[JY7RJRP( E`R,P.E. un c,q: t>v,m: anwe tyac N.VENICE,FL 34274 Viably Better PW320 NTS 1, d 10 5190-1 C FL P.E.#58705 D.G. 0/04/08 FL CDAA1s29M i MMADACE 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 NOTICE OF ACCEPTANCE (NOA) www.miamidadegov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AIM. This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section(In Miami—Dade County)and/or the AHJ(in areas other than Miami---Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone.- ESCRIPTION Series"SH-500 Vinyl'White_PVC_ ngie 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— Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with'the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product_Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or mantifacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOAH 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 MIAMbDADE COUNTY Expiration Date: January 08,2019 13 p j�j Approval Date: July 23 2015 Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 08-0820.14) 2. Drawing No. 5191-1; titled "Vinyl Single Hung Window, Large Missile Impact", sheets 1 through 11 of 11, dated 08/07/08,with revision D dated 06/01/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of a series 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-511 Edition(2014),dated 06/05/15,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). Manu Per ,PX Product C 1 E miner NOA No. 5-0612.12 Expiration Date: January 08,2019 Approval Date: July 232015 . E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc. for their "Kuraray Butacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. 2. Notice of Acceptance No. 12-1017.02 issued to Quanex Building Products,Inc.,for their"White Rigid PVC Exterior Extrusions for Windows and Doors"dated 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. Manuel Perez,/#. Product Control Exa i r NOA No. 15-0612.12 Expiration Date: January 08,2019 Approval Date: July 23 2015 E-2 GENERAL NOTES:LARGE MISSILE IMPACT SINGLE HUNG BOX FRAME AND INTEGRAL FIN WINDOWS NOR DRAWING TABLE OF CONTENTS SHEET 1.GLAZING OPTIONS: GENERAL NOTES....................................1 A.3W'LAMI I.G.GLASS COMPRISED OF(1)LITE OF I/&'TEMPERED OR ANNEALED G&ASS, AIRSPACE AND 51`16-LAMINATED GLASS WHICH IS COMPRISED ELEVATIONS......................................... *2 OF(2)LITES OF 118-ANNEALED GLASS WITH AN.090 INTERLAYER OF BUTACITE WPVS BY KURARAY AMERICA,INC. GLAZING DETAILS...................................3 B.718"LAMI I.G.GLASS COMPRISED OF(1)LITE OF 1/8'TEMPERED OR ANNEALED GL_A$S, AIRSPACE AND 5116-LAMINATED GLASS WHICH IS COMPRISED GLAZING DETAILS...................................4 OF(2)LITES OF 1118'ANNEALED GLASS WITH AN.090 INTERLAYER OF BUTACITE-PV5 BY KURARAY AMERICA,INC. SECTIONS,I.F.FRAME............................5 SECTIONS,BOX FRAME.........................6 2.CONFIGURATIONS-Ill AND PROVIEW PARTS LIST .........................;.........7 EXTRUSIONS ................................._8 3.DESIGN PRESSURES:+60/-70 PSF(ALL GLASS TYPES LISTED ABOVE) & ANCHORAGE SPACING,BOX FRAME 9 ANCHORAGE DETAILS,BOX FRAME 10 A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. ANCHORAGE DETAILS,I.F.FRAME 11 B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. C.IF A TEMPERED CAP IS USED MAX.DP IS-50/+50 PSF. 4.ANCHORAGE:THE 33113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,CURRENT EDITION. SEE SHEETS 9 THROUGH 11 FOR ANCHORAGE DETAILS. 6.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, 6.REFERENCES:TEST REPORTS FTL-5710. ANSI/AF&PA NDS FOR WOOD CONSTRUCTION ADM ALUMINUM DESIGN MANUAL QUANEX BUILDING PRODUCTS,INC.(WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS AND DOORS) 7.THIS PRODUCT HAS BEEN DESIGNED TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). PRODUCTREVISED as complying with tho Flotido SuitdissgCode d;;mni n' Product Co \104N Miz 55705 LU Bc 0&011115 R D REVISED#VOTE BLOCK Sl 1070 TECHNOLOGY DRIVE GENERAL NOTES 1211M a NO CHANGE THIS SHEET N.VENICE,FL 34275 0 2010FOCUPOATE P.O.BOX 1529 " Vin CIT yl Single Hu Mbdow,Large Missile HDP-85 D.G. or. 0�&'07/M- Ghwily OW N.VENICi,FL34274 V41bly Better Is-w- I IRr P.E. FLCQA#2DM NTS D FL P.E.#58705 52 I/8"MAX 55 3/8*FRAME O.D. 48"FIXED WIDTH DLO 52 1/8"MAX. 48"FIXED WIDTH OLD 6' SEE SHEET O 5- 4 1/8"D.C. MAX FOR ANCHORAGE a' MAX. MAX.TYP. REQUIREMENTS MAX. TYP. ............. MAX. 33 314" 33 3/4" FIXED FIXED HEIGHT DLO HEIGHT DLO 75- 7- AX. 0 tu 0 10" 781/4• U it MAX. FRAME In wZ81 O.D. N Of o U. 33 314" f 33 3/4" SASH SASH HEIGHT DLO HEIGHT DI PRODUCT REVISED es complying with tho Mo6do a0dingCode ' (ig, AM g folio Dale I� 6- MAX MAX. j Rr 45 314"SASH WIDTH DLO 45 3f4"SASH WIDTH DLO hj�:4* TYP. FB-OXFRAME - - INTEGRAL FIN X 75- MAX,SIZE 52.125'X 75- LS SIZE YN ' NOTE: ,%CEN 1.FOR BOX FRAME SECTIONS SEE SHEET 6 AND ANCHORAGE INFORMATION SEE SHEETS 9 AND 10. No.58705 2.FOR INTEGRAL FIN FRAME SECTIONS SEE SHEET 5 AND ANCHORAGE INFORMATION SEE SHEET1 1. 4 fir SIC om 7 5 — NO CHWGES THIS SHEET `%T!d R.W &T Ute 1070 TECHNOLOGY VIVVE ELEVATIONS D.G. ADDED ID'AfAX DIMENSION rOSOXMMEELEVATION N.VENICE,FL 34276 160F r Vinyl 81ncle Hun WJI L Missile Impact S. ........ NOCHMSETNI PAX113oxing il 'S/ONACti ON' N.VENICE.FL34274 NulkLEA"P.E. D.aOflrO7AT8 EL A#29M SH500 NTS1 2 �11 5191-1 D FL P.E.9 58705 314"OVERALL GLASS NOMINAL 3/4"OVERALL GLASS NOMINAL 116"LAMI GLASS NOMINAL 5/18"LAMI GLASS NOMINAL 1/8"ANNEALED 118"ANNEALED GLASS GLASS AIRSPACE .090'BUTACITE® AIRSPACE ,090"BUTACITE® PVBINTERLAYER PVBINTERLAYER 1/8'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 35 OR 06 35 OR 36 :��1/2"NOM 112"NOM 3g GLASS BITE 39 GLASS BITE 41 41 OUTSIDE OUTSIDE E:Ill O O PRODUCT REVISED _ m complying with[he Fimids EuWig"Cud' Ac No I "D t 2"I rl 'PW E pimlion Dale (.CI 4 3 Ey OPTIONAL OPTIONAL Mian' ado Product FLANGE FLANGE ' unu /4"LAMI GAZING IJETRL 3/4" LAMI I.G.GLAZING DETAIL !YNN WITH 5/16"LAMI GLASS AND 1/8"CAP "se''�FP 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) _ `•af�j �u: ••• G �S: w R.r.Wic rmwEy. ° o .. so M111s D I NOChOGESTHIS SHEET GLAZING DETAILS ° FcoR1oP,.''\�'� lrt 1070 TECHNOLOGY DRIVE �� "•••••"• 1��\ D.G. 17/law B NOCHANOETHIS SHEET N.VENICE.FL34275 PST �n l Sin le Hun Window,La a Missile]lmact /',"`T/ONAC; RONwnr: JJ 1"7/i1 c NOCHANGETNIS SHEET P.O.EOX 1528 yam, ,� su..c oeayw �• A.LYPIIII�NIILL�R,P.E. �dr v VENICE.FL 34274 VuiB(y BE7LEf 8H500 FUJI 3 . 11 5181-1 D FL P.E.#58705 D.G. 08/07105 7/B"OVERALL GLASS NOMINAL 7/8"OVERALL GLASS NOMINAL 5116"LAMI GLASS NOMINAL 5116"LAMI GLASS NOMINAL 1/8"ANNEALED 118'ANNEALED GLASS GLASS AIRSPACE .090"BUTACITE® AIRSPACE .090"BUTACITE® ——f—PVB INTERLAYER PVB INTERLAYER 1/8"TEMPERED OR BY KURARAY AMERICA,INC. 118"TEMPERED OR BY KURARAY AMERICA,INC. ANNEALED GLASS ANNEALED GLASS 1/8"ANNEALED 1/e"ANNEALED GLASS _ GLASS 31 OR 32 31 DR 32 1/2'NOM 112"NOM 3g GLASS BITE 39 GLASS BITE DD 40 40 OUTSIDE OUTSIDE o0C.�0 �101�D PRODUCE REVISED .wmplying with Gro Florida Zildiog Accepl:wce N" 6!2.12 Ex Imlio Datc q 4 3 OPTIONAL OPTIONAL IBvliemi ade utt tr01 FLANGE FLANGE 7/8"LAMI I.G.GLAZING DETAIL 7/8"LAMI I.G.GLAZING DETAIL \ N��Yrinr,y/' WITH 5/16"LAMI GLASS AND 1/8"CAP WITH 5/16"LAMI GLASS AND 1/8"CAP ° jBOX OR INTEGRAL FIN FRAME BOX OR INTEGRAL FIN FRAME ' los NO.58 (BOX FRAME SHOWN)`� (INTEGRAL FIN FRAME SHOWN) Mw � �7 a1, or. www: _ = '•., SC owl/15w,D NOCHAh10ESTHIS SHEET 1070 TECHNOLOGYDRNE GLAZING DETAILS 'Oma` F(D...... ••,�� D.G. 1Z18/DB B NO CHANGE THIS SHEET N.VENICE,FL34275 n" ,�� ••""'• 21 ww4m _ Vin I Sin le Hun Window,Large Missile Impact �� JJ 10A17111 C NO CHANGE THISSNEET P.O.BOX 1529 c' „vr' OiY: oas: N.VENICE,FL34274 Yislby Better ' A. TNN MII}0t12,P.E. D.G. 08107/08 F sH5o0 NTS 4 d 17 5191-1 D FL P.E.#58705 MAX.DAYLIGHT OPENING SASH 1 OPTIONAL 11 31 32 12 FLANGE 1 35 36 1 0 0 D 40 41 1:50 40 41 M , OPTIONAL DAYLIGHT 31 FLANGE OPENING OUTSIDE 40 41 FI ED 32 ____j.948--F---MAX.DAYLIGHT OPENING FIXED 35 WINDOW WIDTH 36 HORIZONTAL SECTION 0 (INTEGRAL FIN) 5 s WINDOWMAX p 40 41 HEIGHT 6 11 M 1 DAYLIGHT OPENING S SH PRODUCT REVISED as complying with lho Floride 13 Building Cude I _ .12 HOT 40 41 ex'imtlonDue 12 19 WELD By 11 Mihml Produc 3 Inllu;r ENs F HOT WELD CORNER ASSEMBLY VERTICAL SECTION 3 No.50705 (INTEGRAL FIN) (INTEGRAL FIN) >-II nn+eer. R > nro-9axp•':� s H,E�=IS.•'•�W�; so gMiNS D NO CHANGES THIS SHEET SECTIONS,INTEGRAL FIN FRAME - ``� Pt0RIOP.•'•G� ro707 EN10E,ocvCaNE �-�- �tc5. C� D.Q �—I*J:'W BNOCHANGET09SHEEr N.VENICE,FL39275Vin ISin le Hun Wlndow,La eMlssilelm actJJ r C NO CHANGE MIS SHEET P.C.g0X 1529 , o,.,a,xo rr r. A.LIN �uIII.�ER,P.E. N.VENICE,FL 39274 Yls161y Better NTS 5 a 11 5191-1 FL P.E.#60705 D.G. A7S AX.DAYLIGHT OPENING SASH 2 OPTIONAL 11 31 32 12 FLANGE 2 35 36 2 0 p p 40 41 3. 50 40 41 M OPTIONAL DAYLIGHT 31 OUTSIDE FLANGE OPENING 40 41 FI ED 32 1 ------MAX.DAYLIGHT OPENING FIXED 35 MAX.WINDOW WIDTH 36 HORIZONTAL SECTION 0 (BOX FRAME) x. 5 g WINDOW D HEIGHT 6 11 M 40 41 DAYLIGHT OPENING S SH '2 PRODUCT'RBVISED m complying with th,Plodda Building Cod,15-cYot2•I2 13 A-"mhcc No 4 HOT 40 41 en imtion Date 19 WELD °y 11 IM'nmi ad,Product trd Illllll/ i-YNN P�.••.• �IGEIJSE''•.�.Q� HOT WELD CORNER ASSEMBLY VERTICAL SECTION ' (BOX FRAME) (BOX FRAME) 4 = 1`:` No.58705 IbYltl�: Gla• RTW6 -"ICI tj�{SE F ••([� SC OBNf/16 D NO Cl14N01"S 7HIS SHEETE TIONS, �� F<ORIDP••'•�� e. f070TECHNOLAGYDRNE 13OXFRAME ��OS;•.,, �� ` D.Q. 1?/faw B NO CHANGE TNISSHEET N.VENICE,FL 34276 /,hs/p��r��GC,�`� """°� a.o.sox,sza �"-' Vinyl Single Hun Window,Large Missile Impact �/, 1 fGID7/11 C NO CHANGE THIS SHEET s.r..,em e � �vn� "T A.LYNN MILLEtiK,P.E. '0810 1� vau<e trey N.VENICE,R 34274 Vbfbly Better SN500 Half 6 a 11 5181-1 D FL P.E.It 58705 D.G. 08/07108 L ITEM DWG NO.1 PART# DESCRIPTION ITEM DWG NO.1 PART# DESCRIPTION 803 215 1 9521 65163 INTEGRAL FIN FRAME HEAD&JAMB 7B'LAM I.G.GLASS:1/8"T@ffPR®OUTBOARD- 2 9871 69871 BOXFRAMEHEAD&JAMB 31 AIRSPACE-1/8"ANNEALED-.090•'BUAC110 PVB 3 9520 65184 PIfEGRALFWFRAMESLL WrErLAYE2-1/8"ANNEAL 611@'LAM) ` 4 9870 69670 BOX FRA FIN FP 718"LAM L 3.GLASS:1/6'ANNEALE)OUIBOARD- 32 A92SPACE-1/8"ANNEALED-.090"BU1AOTB&PVB .03'j EM 40, 5 7940 65102 FIXED MEETING.RAL WE7LAYE2-1/8"ANNEALED(5116"LAM) 6 7126.1 85103 MEETING RAIL FE7NFORCEMEJr 33 I.G. BEAD 7 7942 65109 SASH STOP B e873 e5117 BAL1LNCEcovEls 34 MAT'L:White Ridged PVC 9 7092 65105 SALANC INTERLOCK by Quanex Building Products,Inc. 9 618445 BASHI TERLOCK FW SE4L 314"LAW LG.GLASS:1/8' OUTBOARD- DWG NO.6492 11 7092.1 65114 SASHR187X.2@(BNT 95 ARSPACE-IN'ANNEALED-.090'BUTACBB11)P/B 8 12 7093 85106 SASH SmERAL NL621-AYER-1(8"AN7FALED(5118°LAM) {I�— 272 314"LAM LG.GLASS:10"ANNEALIDOUIBOARD- 13 7745 85113 SASH LIFT RAIL 30 AIRSPACE-1/@'ANNEALED-.090'Bl1rAQIE®PVB 14 1669 71669SP M2SUPFORTRATE LNTELAYE2-IN'ANNEALED 5118'IAM) 15 158110 71694 TLTBALANCESHOES 37 ITEM 41, K21 1686 7FRfSSFP RVOT BARS 38 7620eSlAW cAMSYJ�LOCIC 39 SLIODNE DOW 1199 SDL BEAD 76133SLKW CAM SWBRLOCK KEPE2 40 8492 85112 GLAZING BEAD 79803VVF WEEPFOLECOVM 41 8483 65148 SOL GLAZING BTAD MAT'L:White Ridged PVC 7676wiLL RHTLT LATCH by Quanex Building Products,Inc. 7675LHIL LHTLTLATCH DWG NO.8483 71669SP ALUM SCREW SUFPDRT PLATE 23 1 71038W INSTALLFOLEPLUG NOTE: 24 71684K SELTWG BLOC( ALL EXTRUDED VINYL MANUFACTURED BY QUANEX BUILDING PRODUCTS,INC. 25 71684AK SETTING BLOCK-SEFADF6SNE 28 76x1FPf Wi( 6 X 1"FH TECH(410 SS PAINTED) 27 7612FPIYVX 6 X 1/2"FH(410 SS PANTED) 28 76X2TPA410X 6X2"THVWYLSCRFWSS 29 7EI14FPAB410X 118X1114" 30 8x1FPAx .4401.41 1.235— {-�--•.870 80�{ PRODUCI'REVISF.D d .050 �8 as complying with the Florida Building Code 1 35 .065 1. 47 Acceptoncc No 1.018 Bx imtion Dale iGt- 065 08;]_ 80 By 063 M1Lani P � .110--I {-- ITEM 11, SASH REINFORCEMENT ITEM 5, MAT'L:Alum.(6063-T6) ITEM 6, ITEM 9, DWG NO.7092.1 FIXED MEETING RAIL FIXED MTG. RAIL REINF. SASH INTERLOCK MAT'L:White Ridged PVC MAT'L:Alum.(6063-T6) MATL:White Ridged PVC = No.56705 =_ by Quanex Building Products,Inc. DWG NO.7126.1 by Quanex Building Products,Inc. _ ,�` DWG NO.7940 DWG NO.7092 = D ' u (-( Ir Meter. 0: n..acr� o�.obmr %n -T T'E OF ; �� SC 06/01/15 O NO CHANGES THIS SHEET PARTS LIST AND EXTRUSIONS .nt� FtoR1Dr.••' Rnwerp,y „�{pyr 1070 TECHNOLOGY DRIVE n� i`.�� D.G eros n. ADDEDDIMENS(DNST'OALUM.ExTRUSIONS N.vEMCE,FL34276 Vin 1 Sin Ie Hun Window,Large Missile Impact ,s2)t'JAt-�;��` JJ tawil C NO CHANGE THIS SHEET P.D.egxlsza rr+a�"em aerr ae,t a...ox, �' A.L'YNNIIv11L+LE'R,P.E- o—by aanr tn. eMa N.VENICE,FL 34274 VhIbly Better 8H500 NT$ 7 d 11 518f-1 D FL P.E.#58705 U.G. 08/D7ro9 OPTIONAL 3.250 FLANGE .250 —3.250 —3 i J 2.84 040 �❑ 2. 84 (UU 2.400 .040 j U, IF .06 ITEM 2, ITEM 3, INTEGRAL FIN SILL BOX FRAME HEADMAMB ITEM 4, MAT'L:White Ridged PVC MAT'L:While Ridged PVC OPTIONAL by Quanex Building Products,Inc. by Quanex Building Products,Inc. FLANGE BOX FRAME SILL OPTIONAL DING NO.9285 DWG NO.9288 MAT'L:White Ridged PVC FLANGE by Quanex Building Products,Inc. DWG NO.9286 OPTIONAL .910 FLANGE ,3.250 1.647 4 P1.1. 47 OHS 1.160 066 3.125 PRODUCT REVISED ua coutplyingivilh The Florida flidiogo I rolio 040 Acceptance _P,_ 1,1015-0% J ITEM 12, ITEM 13, y —�060 i i Frod__lrol SASH SIDE RAIL SASH LIFT RAIL El 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.7745LYNN11" 04i ..... FNSe ITEM 1, INTEGRAL FIN HEADMAMB No.58705 MAT'L:White Ridged PVC by Quanex Building Products,Inc. DING NO.9287 Sc 0"111`5 1 T.-IND CHANGES THIS SHEEr ATR OR i 1 -1 SEXTRUSIONS '0%. -r G. rs 11070 NQLWYDRIVE _W "'(0RIVP'--'01,� D. ".VENICE.FL34275 'r IN IPJ a ivocHMOETHISSHEEr i ........ JJ 0.1. 'C moqmwwTHesHEEr I vinyl Sin Hung Window,Large Missile X1521 I P-0418.09'L 34274 Half 1 8 � 11 1& 5191-1 14 MILLtk,P.E. &—Er- ow VE A.L D.G. OW7108 12N smw D FL REM 58705 ANCHORQUANTITIESANCHORAGE NOTES FOR BOX FRAME: TABLE 1 WINDOW WIDTH Vie1N 1.ANCHOR TYPES: 1- SCREWS Q 2-3/1 3116"ULTRACONS Fxed Sesh 111 16 20k.24, 28 32 36 40 44 48 52 118 (CONCRETE OR GROUT-FILLED CMU) 2.ANCHOR LOCATIONS ARE BASED ON THE 39 24 FOLLOWIING DIMENSIONS. 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 2 HEAD- 6"MAX.FROM TOP CORNERS W 25 45 30JAMBS 9"NOT TO XCEDE CORNERS*144 OF TOTAL WINDOW HEIGHT) 1 1 1 1 1 1 1 1 1 1 1 2 1 2 1 2 1 2 6"MAX.FROM BOTTOM CORNERS N 30 54 36 1 1 1 1 1 1 2 1 2 1 2 1 2 1 2 1 2 N MIN.BELOW REQMTGUIRED RAIL SILL-ANCHORS NOT REQUIRED O 35 111/2 42 1 2 :EJ1 1 2 1 2 1 2 1 2 2 2 2 2 212 3.INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF W 40 48 _2_F2_ 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 3 NOTE z. H 45 64 4.ANCHORAGE SHOWN FOR BOX FRAME WITH OR WITHOUT 2 2 212 2 2 2 2 2 2 2 2 2 2 3 2 3 2 3 OPTIONAL FLANGE. E l 50 60 2 2 2 2 2 2 2 2 2 3 2 3 2 3 2 3 5.FOR INTEGRAL NAIL FIN FRAME ANCHORAGE,SEE SHEET 11. G 55 66 1/1 WINDOW (I 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 3 4 52 I/e^--f T 60 72 2 3 :KV 2 3 2 3 2 3 2 3 3 3 3 4 - - 621/2 75 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 4 Exarrple:52.125 x 75 For 1/1 Windows _ — 75" 3 Anchors required in the head -- Anchors required below the MTR — — —— Anchors required above the MTR EI(ample:52.125 x 62.500 For View Windows VIEW WINDOW PRODUCT REVISED 52 118" -c—Plying with the Florida Building Codo 3 Head"" 3 I Amptau-NoI15-0612.12 I±x[ration Date Q 3 a 2 z T.61H By Sash• M, ada ProduN OOntrotFixed"` FIXED NOTE FOR VIEW WWDOWS USE VIEW FIXED WINDOW HEIGHT FOR ANCHOR QUANTITY IN HEAD AND62112" t ABOVETHEMTR,ANDUSETHEVIBNSASHWINDOWHEIGHTFORANCHORQUANTITYBELOWTHEMTR \``��OLYNN MAXIMUM HEIGHT FOR V IBN WINDOW IS 621/2". 4H SASH is No.58705 ' NOTE:FOR VIEW WINDOW THE LARGEST CAN NOT EXCEED THE TESTED SIZE, //��• RI/tl tldt RI,bMl: SC 0601/15 D ADDED GROUT-FILLED CMU ANCHORAGE SPACING ';0,�,'•, FATE 1070TECHNOLOGYDRIVE C ••(ORIOP,.'G\ D.G. 1P166w B ADDED AND MODIFIED VIEW WINDOWEXAWLES N.VENICE.FL 34276 rlw: X. Vin 1 Sin le Hun Window,La a Missile Im act %/;S/ONAL JJ 16177/11 c NO CHANGE7HISSHEET P.O.eox 1528 ��r � 9y, ss o,..ox, R^r. A.L1/IS�Y MILLER,P.E. onx+,W a.r• a am: N.VENICE,FL 34274 Visibly Better SH5W NTS 9 a 11 5191-1 0 FL P.E.#58705 D.a 08707/08 FL COA MM 1/2"MIN.EDGE #10 SCREW 1/4"MAX.SHIM— 3/8"MIN.EMBEDMENT EMBEDMENT 2xWOOD BUCK 0 (SEE NOTE 3) E 1/2"MIN.EDGE OPTIONAL FLANGE 114!' MAX. SHIM 1110 SCREW 2x WOOD BUCK (SEE NOTE 3) OPTIONAL FLANGE JAMB W/BOX FRAME HEAD W/BOX FRAME THROUGH FRAME INTO 2x WOOD THROUGH FRAME INTO 2x WOOD lxWOOD BUCK (SEE NOTE 3F�_ EDGE DIST. 318"MIN.EMBEDMENT 1-318"MIN.EMBEDMENT-- 2.9 KSI MIN.CONCRETE--4.i,.: OR 1.5 KSI MIN.GROUT- 114"MAX.SHIM— FILLED CMU _2:EDIST. OPTIONAL FLANGE SEE NOTE#1 FOR EDGE O :`'�� SEE F 0 C MAX. N REQUIREMENTS U DISTANCE SHIM FOR R N OR CO CRETE OR CMU O 3116'ULTRACON L IxWOOD BUCK 3116'ULTRACON (SEE NOTE 3) OPTIONAL FLANGE PRODUCT REVISED JAMB W/BOX FRAME HEAD Wl BOX FRAME complying%Q10.elide THROUGH FRAME INTO CONCRETE THROUGH FRAME INTO CONCRETE Ac eptolceNo X5-06 lx BUCK OPTIONAL Ix BUCK OPTIONAL NOTES: 1. FOR CONCRETE(MIN.2.9 KSI)APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED 3/16"ULTRACON.EMBEDED 1318' MIN., DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1"MINIMUM AND TO GROUT-FILLED CMU IS 2.5" 2.FOR WOOD(G=0.55)APPLICATIONS IN MIAMI-DADE COUNTY,USE#10 STEEL SCREW,EMBEDED 1 318"MIN.. 3.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2". lx WOOD BUCKS ARE OPTIONAL IF UNIT \'y N CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS 2x ARE 111/2"THICK OR GREATER INSTALLATION TO THE SUBSTRATE OF WOOD E Z7 BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4.FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063-T5 AND A MINIMUM OF 1/6"THICK.THE ALUMINUM STRUCTURAL MEMBER No.58705 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 11 z BE A#10 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM.IF THESE CRITERIA ARE MET,THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE U, SPACING FOR ULTRACONS MAY BE USED. -7 Z' STYE 0 ;V� NP sc offf/15 D INCLUDED MINIMUM SUBS7R4TE REQ tm ANCHORAGE DETAILS BOX FRAME 1010 FFCHNOLOGY DRIVE 0 jP_E I W 'LMissile Hung Window,La msspiffe Im act A.Lyhm M ER N.VENICE,FL 34276 D.G. 121faM B NO CHANGE THIS SHEET p r Zn I S�Ml fW7111 Rl"— _e 11 0 NO CHANGE THIS SHEET P.O.BOX 1529 D�Br vWx N.VENICE,FL 34274 Visibly Better SH500 NTS f �my D-w 10 if 5191-1 D FL P.El 58705 D.Q. 081107/08 �1 2x WOOD BUCK (SEE NOTE 2) 1.430"MIN.EMBEDMENT 114"MAX.SHIM--I Imo-- ® 2x WOOD BUCK .120"DIA.x 1 1/2'ROOFING NAIL, 5'MAX.FROM (SEE NOTE 2) I CORNER&41/8 O.C.. 1/2"MIN EDGE 1.430'MIN.EMBED 1/4"MAX' SHIM D OPTIONAL p OPTIONAL FLANGE FLANGE 114" r2"MIN EDGE MAX. .120"DIA.x 1 112'ROOFING NAIL, SHIM 2114'MAX.FROM ® .120"DIA,x i IQ"ROOFING NAIL, CORNER&4 118'0.C.. 5"MAX.FROM 2x WOOD BUCK 1/2"MIN EDGE. CORNER&4118'O.C..® (SEE NOTE 2) OPTIONAL FLANGE 1.430"MIN.EMBEDMENT JAMB W/NAIL FIN HEAD W/NAIL FIN SILL W/NAIL FIN THRU NAIL FIN INTO WOOD FRAMING THRU NAIL FIN INTO WOOD FRAMING THRU NAIL FIN INTO WOOD FRAMING PRODUCT REVISED w complying with the Flodds Building Codc Ac4eptwtcet In Cx on Dale By Miami ad4ProdutlCon ® NOTES: 1. FOR INTEGRAL FIN APPLICATIONS IN MIAMI-DADE COUNTY,USE.120"DIA.x 1 1/2" ROOFING NAIL INTO WOOD(G=0.55) 2.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2". ix WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS 2x ARE 11/2'THICK OR ++III! GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING `\,I`0��1 LYNN JURISDICTION. ENS 3. FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063-T5 AND A MINIMUM OF 1/8"THICK.THE ' "kr- ALUMINUM tCALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN %t No.58'/05 THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A#10 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET,THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ULTRACONS MAY BE USED. - S R.Wor ow. RMWaR: ST sc 001/f6 D CHANGED TO.I2O'X!-ItrROOFINGNAIL ANCHORAGE DETAILS-Integral Fin Frame �coR+vP• R.WorMy".,i. 1070 TECHNOLOGY DRIVE _ `` •••... •• \G D.O. ua1 NOCHANGETHlSSHEET N.VENICE,FL 34275 Why!Single Hung Window Large Missile Im act 7 /I/ONA�•��C`' JJ lw7H1 C NO CHANGE THIS SHEET P.O.BQx 1529 •_--•-•-. ae�r Bre IZnYYRn Rw. A.LYWIMII'L'6 P.E. taro c a a� N.VENICE,FL 34274 Vi9/bly Better SHbW NTS 11 a 11 5191-1 D FL P.E.#58705 D.G. Od707108 FL COA 1 :I M IAM 1•DADE INIIAlII—DADE COUNTY,FLORIDA o PRODUCT CONTROL SECTION DEPARTR'IENT OF REGULATORY AND ECONODIIC RESOURCES(RER) 11805 SW 26 Strect Room 208 BOARD AND CODE ADA- NISTRATION DIVISION T(786)315-2590 F(7W 315-2599 NOTICE OF ACCEPTANCE (NOA) wv»v.ntiTmidade.Eov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,Fl.34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami—Dade County RER— Product Control Section to be used in Miami--Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section(In Miami—Dade County)and/or the AHJ(in areas other than Miami—Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements ofthe applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including_the High Velocity Hurricane Zone._ DESCRIPTI_QN:_S.eries"P_G_''?ClippedExtr_utled Aluminunn ube Mullion L,M.I,-.J APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact—Resistant Aluminum Tube Mullions", sheets 01 through 25 of 25,prepared by manufacturer,dated 08/29/1 lwith 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 County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Mianni Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall because for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. . This NOA revises NOA No. 13-0815.05 and consists of this page 1 and evidence pages E-1 and E-2, as. well as approval document unmentioned above. The submitted documentation was reviewed by Jiime-D, Gascon,P.E. NOA No.14-110"1 MIAM!•DADE COUNTY ,r' S 9r� Expiration Date: May 26,2016 t ,Approval Date:,FeUruary 12,2415 2�`�i}ls Page 1 i . i PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Suhmitted under previorrs 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 sealed by Marlin D. Brinson,P. E. (Submitted under 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 5th Edition (2014),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 FBC 2010, dated 06/06/11,signed and sealed by Anthony Lynn Miller,P.E. 3. Proposal issued by Product Control to PGT Industries, Inc., dated 08/06/14, signed by Jaime D. Gascon,P. E.,Product Control Section Supervisor. ainie D. Gascoli,P.E. Product Control Section Supervisor NOA No.14-1105.01 Expiration Date: May 26,2016' Approval Date: February 12,2015 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS(CONTDMED) 4. Laboratory addendum letter for Test Report No. FTL-6443, issued by Fenestration Testing Lab,Inc., dated 05/05/11,signed and sealed by Marlin D. Brinson,P.E. (Submilted 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 1. Chanda,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 Aluminum Clipped Mullion--L.M.I.",approved on 11/31/13 and expiring on 05/26/16. •• Jaime D.Gascon,P.E. Product Coutrol Section Supervisor NOA No. 14-1105.01 Expiration Da te: May 26,2016 Approval Date: February 12,2015 E-2 SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES: „ NONIMPACT OR LARGE AND SMALL 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANYANCHORS REQUIRED FOR THE ® R MISSILE IMPACT-RESISTANT PRODUCTS 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 N "� a MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. 1 u INSTRUCTIONS_......_._...._........._.ELEVATIONS................................_i p FIGURE I: MULL TO 2X WOOD..........._...........2 �Y w 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS 0 MULTIPLE WIDTH FOR VERTICAL MULL ARCHES TONE MSTALLA IO MASON RY..............2 SMULLIONS F—OPENING � -� SEE Decals INSCRIBED INSIDE HAVE BEEN TESTED AS•FREE-FLOATWG'AND DO NOT NEED 70 BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL INSTALLATION NOTES_........_.._...2 It A-D,G,H; RECTANGULAR NOT HAVE A GAP OF MORE THAN 1/4•FROM THE CLIP. MULL To MASONRY..._.............._.3 N SHEETS 23 SHAPE MULL TO STEEL STUD..................3 -_ 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULL TO MULL_...........................3 yy ro F- EEI. DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN L1180.THE 113 STRESS INCREASE WAS NOT USED ANCHOR SPECS............_..-.._....._3 ALTERNATATE CLIPS_�............_..q O (n : IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. IFL \ 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 J W // \\ ) 1X2%.376 ANLL SPECS........._.._& / \ INSTRUCTIONS. i X 2.75 X.375 MULL SPECS ........_7 N I X 2.75 X.65 MULL SPECS.-__..._8 Z '7p SEE DETAILS U {I 1 X 3.125 X.600 MULL SPECS----.9 W 0 0 / I 5)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND m o A 7HRU-3 I F III 1 SAE DDE A LS ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPLE UNITS,CONSIDER 1 X 4 X.125 MULL SPECS....._...._..10 F- (n SHEETS 2.3 __� i / ONLY TWO ADJACENT UNITS ATA TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN 1X4X.375 TUBE MULL SPECS....11 F Q J ATHRU ; 1X4X.376 T MULL SPECS........11 J I III PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. M W I I III II 1.25%3.188 X.285 MULL SPECS � J OPENING 1.25 X 3.25 X.100 MULL SPECS...-13 Z W �• VERT. HEIGHT 6)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 1.25 X 3.25 X.624 MULL SPECS..._14 g 2Z MULL FOR LENGTH HORIZONTAL 1.25 X 3.94 X.824 MULL SPECS 15 Z MULL 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST 2 X 4 X.25 MULL SPECS.._._._.._.16 C Z SEE DETAIL E. 2X8 X.25 NULL SPECS.--......_17 � BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT SHEET 3 30-X 2161 X.125 MULL SPECS.._10 LU AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT H 30'X325 BAY MULL SPECS__.....19 F- Q N o REACTIONS. 451(325 BAY MULL SPECS....._..20 Q 0 Z cz MULLION&CLIP DIMENSIONS..__21.23 F'- Z m .-OD o FENESTRATION 8)REFERENCE:TEST REPORTS:FTL-6443;ELCO ULTRACON/AGGRE-GATOR NOA'S;ANSUAF&PA NDS FOR WOOD CONSTRUCTION; EXAMPLES I&2..........................24 PRODUCTS MAY ADM-ALUMINUM DESIGN MANUAL LOADING EXAMPLES..................25 f!) BE OF ANY TYPE. Ud MUST BEOf / g)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING Z III MANUFACTURED CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH (~j W Q III BYPGT. (9 0 --1 r- PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENTAPPROVALS. a E z 0 0 /SEE DETAILS 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. b $ � L.- ZONTAL ULL H ETS 2J 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN ANDOPENING NGTH HORIZONTAL WIDTHIHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA. - MULL LENGTH INSTRUCTIONS: 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBSIM FOR THE OPENING USING THE ASCE-7 STANDARD. 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 3)REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS-RECTANGULAR"OR'TRIANGULAR/TRAPEZOIDAL'. PRODUCEREVISGD I w campiym9 whh the Florida 'I LENGTH I` I�OPEMNG W DTH�I I I--HORR.MULL LENGTH--1 4)FIND THE CHOSEN MULLION'S MULLION CAPACITY(LBS/FT')FROM TABLES 1A THROUGH 16A,ON SHEETS 5 THROUGH 20 RESPECTIVELY,USING BundirtgOods MULL I THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY).THE Aoog9-;9Np GS.• // MULLION CAPACITY(LBS/FT')OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBS")FOR THE OPENING OBTAINED IN �D L� OPENING 1). — {L HEIGHT Vlleml edc Product Control FOR 5)FROM THE SAME TABLE USED INSTEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(CBS).THIS VALUE OPENING MULL HORIz VERT. REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. i11 HeGM r/ LENGTH M� MULL 6)FROM THE ANCHOR CAPACITY(LBS)TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE �\\��•(��N-••.... 2j�� L ANCHOR/SUBSTRATE/ANCHOR-CLIP PATTERN MAY APPLY)SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR Q-; LIGEfySF (<,� CAPACITY IS MET. -: OPENING WIDTH ` NO.58705 3} SINGLE MULLION SINGLE MULLION FOR VERncALLIUU. 7)IF THE MULLION CAPACITY(LBSIM)OBTAINED IN THE TABLE IS HIGHER THANTHE DESIGN PRESSURE REQUIREMENT(LBS/FT')FOR THE _ :• FOR VERTICAL TH L OPENING,YOU MAY USE THE"ANCHOR CAPACITY ADJUSTMENT FORMULA"TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS =-O ` VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE '� rf 0 SEE CORRESPONDING DETAILS MULTIPLE MULLIONS 'T••'• i Eq�S 41;� FROM FIGURE 1 ABOVE. 8)VERIFY THE DESIGN PRESSURE RATING(LBS/FT')FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION •,AZ` !v" CAPACITY(LBSIFT')OBTAINED FOR THE MULLION SYSTEM.THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION i Ss -�H......•'- \lam�� 9)HIGH HIGHLIGHT OPTION USED AND TABLE VALUES USED INA SPECIFIC APPLICATION WHEN USING THIS NOATOAPPLY FORA PERMIT. ,PODUCT ASSEMBLY. ///�o/1/q�I�NG.`\ A.LYNN MILtL9 ,P.E. FL P.E.958705 N� DETAILA: DETAIL B: MuuloN "m ° MULLION TO 2X WOOD BUCK MULLION MULLION ATTACHED TO 1X BUCKSTRIP T1P.ANCHOR WE w OR WOOD FRAMING PER SUBSTRATE, WOOD BUCK AND MASONRY aTTAc�tIMENT SEE SEE TABLES IB-i6B � (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) BY OTHERS; Lo SEE a SHEET 1. a z N m MULLION 1 1 .•♦ �.i, IW— e I I •.•,... W 6 I I j el I I MM 2.7 KSI • EDGE U d I SEESHEETS b I J E ITHER d I I I 2-23 ATIONSFOR HOLE E ° d I 1 I CONCRETE OA CMU•+ SEES STANCE, 2 ° EDGE DISTANCE 1B-166 BOJ a EDGE e I e FORMASONRY I DISTANCE FOR WOOD a ANCHORSma e I SCREWS I I SIDE VIEW z t° 25V MAX FOR e d 4 J F } < ALL MULLIONS u EITHER THE ♦— da OFFSET MULL z 7 e ° ° CUP MAYBE � R'� 8 ° d °a < ° u ° INSTALLED BY J Ute Z A ea EXTERIOR < THISME7HOD. J 5 o tl 4 EDGE Q Z .d a Cr DISTANCE ~ Z Q W O ° d ° ° ° FOR m Q U z N Z MASONRY a THE OFFSET CLIP IS ANCHORS F- p - Irf/J < RECOMMENDED FOR U J y o [f FIN-FRAMED EXTERIOR °° wlNDows,BUT MAY v F y ALSO BE USED FORS ca OTHER FRAME TYPEV Z Q > 3 OO g� zg'O s0 TYP.ANCHOR TYPIt .ANCHOR PERSUBSTRATE, & —ANCHOR PER SUBSTRATE, SEE TABLES 1B46B PER SUBSTRATE, SEE TABLES I846B BEE TABLES 16468 Z� EDGEBTIO BUCKSTRIP DISTANCE AND SEE TABLESATTACHMENT BUCKSTRIP 1B-16B T ••' !` •, BY OTHERS, EMBEDMENTAEMBE°MEI Nf• SEE NOTE I, AND ATTACHMFM „ SHEET 1. • BY OTHERS, .. • SEE NOTE 1, • •' SHEET I. • MM 2.7 KSI CONCRETE OR CMU PRODUCTREVISED FRONT VIEW SIDE VIEW o cunt ng WALiheFkdde euldl Cbdc 14- J- FRONT VIEW INSTALLATION NOTES: Mlafil ode Ptalud Contro 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 30 LYNA, ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE Q�,•'••L.ICENSF•.,�F.Q�� FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. _ No.58705 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. — 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. ;�0�••, ST FJS:'•(V�` 6)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI•DADE COUNTY APPROVED ;�yT '•��OR V4' ELCO ULTRACON OR ELCO S.S.AGGREGATOR MASONRY ANCHORS. F Ile �.E. FL P. ff 58705 DETAIL E: a DETAIL C: —I 12s M N MULLION TO MULLION ® :c J INTERSECTION NOTES: '�� MULLION'DIRECTLY ATTACHED�TO /-MULLION (U-CLIP) < MASONRY STRUCTURE 1 t)MAY BE INSTALLED IN-TEE'OR-CROSS' 1110 o (STANDARD CLIP SHOWN)i IFS INTERSECTIONS. S cY y$ t vAR2)MAY BE INSTALLED HORIZONTALLY (SHOWN)OR VERTICALLY. I TYP.ANCHOR m EITHER THE I PER SUBSTRATE, 3)SEE U-CLIP DRAWINGS,SHEETS 21-23 STANDARD OR I SEE TABLES ID-13D FOR CORRESPONDING MULLION. U) OFFSET MULL TOP VIEW CLIP MAY BE I MULLION O N H I EO GE DISTANCE INSTALLED BY II I FOR MASONRY THIS METHOD. I I I VARIES ANCHORS I I 1112 STEEL SCREWS, SELF-DRILLING OR PRE-0RILL MUWONANOUSESMS W O B O m In m I— /f MUWON F Z -�-1 da 6 -j EXTERIOR 4 THE OFFSET CLIP IS 0 F �• EDGE DISTANCE ° ` Z U RECOMMENDED FOR FOR ANCHORS v 4 FIN-FRAMED INTERSECTION rL = �2jJ ° a WINDOWS.BUT MAY LU-CLIP 7 ° U �Z 8 e ALSO BE USED FOR OTHER FRAME TY ES EXTERIOR �Q-• Z d TYP.ANCHDR .d Z Z ¢ N a PER SUBSTRATE, d Q O Z za SEE TABLES IB-13B F O rHOR SEE SHEETS 21-23 FOR BUCKSTRIP PER TYP.��RATE• HOLE LOCATIONS AND SEE TABLES 10-133 FRONT VIEW EDGE � Q Y . .. BDISTANG YOATrATHERST SEETABLES F" 0) SEE NOTE 1, 15-13D U Z <— SEE hfFM a SHEE71. EDGE m�Q DISTANCE of SEE TABLES SIDE VIEW MIN 2.7 KSI CONCRETE OR CMU MIN 2.7 KSI CONCRETE OR CMU F- m FRONT VIEW SIDE VIEW DETAIL D: MULLION ATTACHED TO STEELSTUD (STANDARD CLIP SHOWN) INSTALLATION NOTES: STRUCTURE TYP-ANCHOR 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. r16GAA.NDCOMPLIANTWffH PERSIIBSTRATE, SEE TABLES 18-130 ODUCfREVISED 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION SEESHEETS ® uomntyMglvilhWeFlodda ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THEANCHOR TO ANCHOR DISTANCE,THE 21.23 FOR olding CodeCORRECT QUANTITY AND LOCATION OFANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE HOLE �D��'FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. LOCATIONS3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. h1ULLI0N ® 3IImrJ fide Producl Contin 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. ®5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED DISTANCE �� O< �YNNELCO ULTRACON OR ELCO 114'S.S.AGGREGATOR MASONRYANCHORS. STUDS THINNER THAN SEE TABLES \ C1 •FRONT VIEW THE FL BUILDING 18-138, WOOD BACKER MUST USED. ` ATTACHMENT BY OTHERS. NO.58705 •;TY EXTERIOR USE WOODANCHORSPECS SIDE VIEW NOTES: 1)FOR 2X WOOD-BACKED STEEL STUDS,WOOD T.•'• ST'ED 4 '(V ANCHOR VALUES MAYBE USED. F<ORIDP,,.•G��`` 2)SEE CORRESPONDING MULLION TABLES, SHEETS 5-20,FOR QUANTITY OF SCREWS. A.,LYNN IMIILLt��t,P.E. FL P.E.#58705 DETAIL F: DETAIL G: DETAIL H: FIELD-MOD(F CLIP) LLION CLIP ANGLE(ANGLE CLIP) )CLIP BAY MULLION INSTALLATION CLIP)LATION w ' oa 0 4p oz Z SEE DETAILS A�E, 30'OR 45' O SHEETS 2 AND 3 FOR INSTALLATION BAY MULL TO SPECIFIC SUBSTRATES. 04 m MULLION O �I () O Z co jV rcm O O O O O O O O O J _I W p p TOP VIEW g m N o LLISIDE VIEW I i Im U o SHOWN WITH V X4-X.12s TOP VIEW I I Z) (9 (9MULLION I {— Z J i I I TVP.ANCHOR O j I PER SUBSTRATE, EXTERIOR U m I SEE TABLES I6B OR 160 Z �g I TYP.ANCHOR I I STANDARD MULLION CLIP I I APER SUBSTRATE, I I EXTERIOR y o Z MODIFIED TO FR FIELD 1 SEE TABLES I8-14B CD I I I �-! Q Z r CONDITIONS. I I I I v' F.,, Z Q as 2'%6'ANGLE CLIP, � 1 1 I 2 PER MULLION END,MUST BE ZN I I I INSTALLED INSIDE OF BAY MULL O..z W p MULLION I � L O rn Q� cO�� I I of `1 Y p\ jl I I 2'XS'X.12V w co I I I ANGLECLIP. (~J Z Q I I I 2 PER MULLION END. Q — O Q Z f2• I I I MUST BE (], m0�U I I INSIDE OF MULL. of 1 I I '�.TYP.ANCHOR PERSUBSTRATE, SEE TABLES 1B-148 INTO WOOD. STEEL,ALUM INTO WOOD,STEEL, STANDARD CLIP TO BE EXTERIOR OR MASONRY EXTERIOR ALUM,CMU OR MASONRY MODIFIED INFIELD. EXTERIOR EDISTCE ®�`� PRODUCT RS SBD O PN�DR ��'' ~�` 13uildmPfy(bde Ah rMFWdm 5l//l1Ay PfSL Aucp�KgM* ® ® INTOWOOD,STEEL,NO, UU ® I ® ALUM,CMUOR MASONRY EDGE O ` DISTANCE �1iaml ado ProductConlrol PER ANCHOR \1L1111111(TT EDGE �� N .... OSTANCE NOTES FOR INSTALLATION OPTION G&H: \�� O ••�7 /ice PERANCHOR O L10EN$F (C G P NOTES FOR INSTALLATION OPTIONS F• 1)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION. Tr No.58705 •'x 1)DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26'X 2.11"X.125"MULLION. 2)DETAIL G:SEE TABLES 1B-14B FORANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. --p:•L.t 2)SEE TABLES 1B-13B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS.- 3)DETAIL H:SEE TABLES 1513 OR 16B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE %�Q�•, §-qTEq 5 •�W` • (� •.,;°<ORiDP.••' ��: 3)THE 2X5 CLIP ISNOT SUITABLE FOR THIS APPLICATION. LOCATIONS. :�S ('j�• A.LYNILLLER,P.E. FL P.E.9 58705 TABLE 1A Mullion Capacity Table bsfl? Opening Width(torvelUcalysperrilg mullions)or Opening Helght((orhod 7untattricpanr9rg mullions) � o 501n 601n 701. so In BO In iD01n 12oIn 1401n 1601. I a Rectangular Treprelang. Roctongla hep/lllan8. Ralanguler TapRdarg. Rec[on9mar Tmpltileno. ReemnlWar Tapllllang. Rectangular Tru ang. Reemngular Treplalang. Rectangular haplilf Rectangular Tap/ltlang. �aY 1X2%.126 Loading Loading Loading Loading Load-mg Loading Loading Loading Lading lnad(ng Loading Loading Loading loading Loaning Loading Loading Loading syr g U Alum Tube P Mullion a o W or a s N b 10 N o 121.`111.11 408"-120,3-332-X93.2 406 115.5 325 709 408 107.8 321 69.9 408 104A 319 62.1 408 104.0 319 Me 408 104.0 319 48.6 408 104.0 318 39.9 408 106.0 We 35.0 408 104.0 319 J llJ 481n 74.9 312 83.8 268 62A 312 73A 262 63.6 312 67.0 249 48.0 312 63.2 246 41.6 3t2 81.3 2nd 37.5 312 61.0 244 311 312 61.0 244 26.6 312 61.0 244 23A 312 61.0 244 2 �� 60,8251. 63.9 281 709 234 632 281 613 228 45.8 261 55.7 224 39.9 201 52.1 222 35.5 281 60.1 220 31.9 281 49.3 NO 28.6 281 49.3 219 22.8 281 49.3 219 20.0 201 49.3 219 lL p o 0 $ 511. 529 247 57.5 207 43.9 247 499 202 37.6 247 44.8 189 329 7A7 41.5 198 29.2 247 39A 194 28.3 247 38.4 103 21.9f 38.1 193 18.8 247 38.1 193 16.4 247 38.1 193 ? � � C 60 N 38A 200 41.2 170 32.0 200 35.4 166 27A 200 31.5 163 24.0 200 28.9 160 21.3 200 27.1 159 191 200 25.9 157 16.0 26.0 168 F � J 631n 33.1 161 35.3 155 27.8 101 30.3 152 23.7 161 20.9 149 20.7 181 24.5 146 10.4 181 220 144 16.6 1g1 21.7 143 0 z gm CE 66In 28.6 165 30.6 142 24.0 165 26.1 139 206 185 23.1 138 18.0 165 21.0 W4 g 72nd 21.2 139 23.3 120 16.5 ,139 19.9 118 15.0 139 17.6 ite j N O Z 781. 10.0 125 10.7 109 16.7 126 18.8 107 Q -J a 78In 17.6 116 18.2 104 Z 5 Q N O TABLE 1B ANCHOR CAPACITY ADJUSTMENT FORMULA: Nzo Anchor Ca aci Table(lbs) ANCHORCAP.,a,,,.., Sutslmla 2.7k Oaiamis 3.5k Caw 1kIbwCMU F.IWCMU PT Wood MIDI (DP_)X )=ANCHOR CAP. (n s- MULLION CAP., .,• Anchot Typo: 3116•Eko Ullmcon 114'Eko Uibecon 5/16'Man 3116'Elan Ultf..a 1146 Eko Ullracen 1141 SS Eko 6110EIco 1141 SS EIao OIOSteal p128leel 012Steel x Anchor Clip Patterns Ulaacon AggmOalor u9mcon AOgneGato( Sam(GS)Sam(GS) acm(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR (V � � Edge❑ime Mk 1• 2.1r +• 2.1/2• 3.118• 1' 2-1R• I• 212• T 3-10 r 0.48• 0.64• o.32a• CAPACITY REQUIRED'CORRESPONDING TO AN U Q Embedmnnl Qnk 1-314• 1-314• t�l4• 6014• r t-114• 1-1/4• 1-fin• 1.114• 1-fl4• t-114• z• +ale' 1310' vades ACTUAL PRESSURE REQUIREMENT FOR THE X O O 2 Amhom Q4.16•MIn.O.C.I3mndarda 011ael Olp tHg.1k Was 39010.+ 450 1 690166 16441b3 270Iba 2801bs 3549. 740lbs 374 Me 684106 946 Ib. 3411as 442Ibs L601bs OPENING,WHEN IT IS LOWER THAN THE MULLION a , 4 Andra Q 1.15 hum O.C.I Standard(or OOsel)COP(Fig.2): 480 Ib. 700Ibs WA WA WA NIA 3801bs WA WA WA WA WA 682[be 8851bs 1120 9w CAPACITY(FROM THE TABLE)OF THE SELECTED € 4 Amhara 07 MIA O.C./(2)20 Angie dips/(Fig.4 780 go 7fl0i0.s ow U. 1560Ibs 1896@. 540166 560Ibs WA 760166 748166 8801bs 1892166 682Ibs 1185r 1720166 MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 Anchna 49 OA5•Mm.O.C./U4pip,Into.12Y Alum.(Fig.4k WA WA WA WA WA WA WA WA WA WA WA WA WA WA 715 lbs CAPACITY WHICH MAY BE USED TO QUALIFY t Aoahor/FCfip(F7p.5k 785Ibs 195Im 225109 445Ibs 022166 135169 14DIbs 177 @s 370Ibs 1871ba 3321ba 4731ba Vic tm n11m i90 lbs ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anchors @ 1.1Y MIn.O.Cl Fttlp pig.O]: 240Ibs 350 @6 WA WA WA WA 190166 WA WA WA WA WA J41 my 442 Ib9 580Iba ANCHOR CAPACITY TABLE NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: TABLE NOTES: I1RODUCT2t3V1SBD • • • . as cmryllyla01111h Ib::Flodda 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Building ODN _ �O� SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. --1 1.000• r Aattyiml NO 2)LWFJIR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. o FIGURE 3• vHami ado Product Control F3)MULLION AND MUWON CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.000• NW 11 1111 y/ IV FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. i ANGLE CLIP MUST BE USED IN PAIRS. •125• \Y��ON 10ENSFM/•Ick ' - 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI SPECIFICATIONS.HOLLOW AND GRO(7T•FlLLED � << CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•90.WOOD SHALL BE PRESSURE-TREATED FIGURE,t FIGURE 5: FIGURE 8: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5AND BEA MINIMUM OF.125' No.58705 •- THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.0456 THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 1'X 2'X.125'MULLION LEAST.125•THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND �� • THE MATERIAL.#10 s#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. _ S ,• FATE �C�S '•.�ORIDP.•' \� A.LYNFJ` ILL R.P.E. FL P.E.#58705 TABLE 2A Mullion Capacity Table Ibsfft2 Opening Width((orverd Ilyspamlrgmullions)orOpening Hal ght(tor)lodzontaQyspamirgmulllons) �k64 00In 801n 701n 801n 901. 1001. 1201n 1401n 1601n '•m o Reclarrgular TrepTdarp. Rectangular TmpRtlang, ReetergUor LapRdang. ReclerpUar TmpR0ar8. Rectangular Tra)Jfdang. Recla�utar 'RapRdang• Recten9ular Trapariarm. Redangular Tmpfndang It 18.9ulaf TnprBeno. �a 1x2x.375 lnading Lading Laadng Lwding Loadir4l Load'ug Loading Loodlrp Loadk@ Loading Loaft Loading Loadlrg L4adkp Loadktg LoadOrg Loading LoadiriD AIu1n.7ube �' �.. n ca '41 Is o y� 421. 170.0 820 170.0 439 161.3 661 170.0 478 128.7 W2 110.0 506 113.6 662 169.6 618 100.8 682 168.0 517 00.8, 66'1 168.9 617 75.7 662 16a9 517 64.9 662 168.9 517 56.7 662 108.9 617 ..1 481. 121.6 607 138.0 d19 101.4 607 11x2 440 B6.9 607 108.7 403 76.0 507 1026 399 87.8 507 99.6 397 846 601 99.0 395 60.1 507 99.0 390 43.4 507 09.0 396 38.0 607 99.0 396 W --- 60.625 In 103.7 456 114.6 378 K4 456 99.9 371 74.1 456 90.5 384 64.8 456 84.6 360 57.8 456 61.3 357 51.8 450 80.0 350 43.2 456 60.0 356 37.0 456 80.0 358 324 458 60.0 35e O 541n 85A 400 93.3 338 71.2 400 80.9 328 61.0 400 727 322 53.4 400 873 318 47.5 400 64.0 315 427 400 623 314 35.6 400 61.8 313 30.5 400 81.8 313 28.7 400 61.0 713 W O O (� 601. 623 324 68.9 278 51.9 374 57.6 270 44.5 324 61.2 284 38.8 324 48.9 260 34.8 324 43.9 267 31.1 324 420 255 2&0 321 40.6 253 712 324 40.5 253 19.11 37A 40.5 253 F l0 j r� 831. Gi.e 204 57.4 262 4L8 294 49.2 248 38.4 294 43.6 241 33.8 294 39.8 237 20.9 294 37.1 234 28.9 284 352 232 224 294 33.5 230 19.2 284 33.4 23D leg 294 n4 230 e 66 In 4&8 268 49.6 230 39.0 268 424 225 334 285 37.5 271 29.2 268 34.1 218 2a0 268 31.8 215 23.4 268 29.0 212 19.6 268 28.0 210 16.7 268 27.7 200 14.6 268 27.7 209 z In Z �' 721n 36.0 225 37.9 198 30.0 226 322 191 25.7 225 28.4 188 225 226 25.6 185 20.0 225 23.6 182 18.0 226 22.1 180 15.0 225 20.3 177 128 275 18.8 178 11.3 226 19.8 178 W 751. 30.0 202 32.0 177 25.5 202 27.2 173 21.9 202 2J.9 170 18.2 20221.6 167 17.0 202 19.7 165 153 202 18. IL 4 100 128 202 18.7 160 10.0 202 15.9 168 9.6 2@ 111.8 158 $ Z 781. 28.3 192 29.0 188 23.8 182 26.1 165 20.2 792 220 162 17.7 1921147 169 76.7 102 18.1 157 11.2 192 td8 155 17.8 161 15.2 162 10.1 192 14.4 150 8.0 192 14.2 150 J r f- J z 7 Q N 0 901. fay 144 18.0 128 W144 16.1 128 Q Z -0 96In 752 127 15.8 113 co Cn �'14lpQ N M TABLE 2B ANCHOR CAPACITY ADJUSTMENT FORMULA: W X Anchor Ca aci Table Iba PT WoodMetal Filled CMU (D )X( ) CAP.,, tYo Y Wmtmla: 2.7kCm.mlo 3.5k Cone. H01%wCu rD MULLION wits-ri. U4-SSEIw 511VEko 1/4'S9Ekok17 81281ee1 012 Steel (� X Q O O AnchorCllpPattema NclrorTypo: 3l16'EIwUIDacon 1l4'Elco UlDocan 31f8•EIcoURmcon 1!4'EkoUllrecan UlOeeon AggreDal« UlBeeon A96eGeW Screw(05) scmv(G5) USE THIS FORMULA TO OBTAIN THE•ANCH R Edge Distance Qn): 1• 2-112' 1• 241r 3-IE t• 2.112` t• 24rr T 3.116• 7 D.54• 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN a t- zm0 O Embedment Qnk 1314• q1b5WA ' 1314' 2' 1-114• 1.114' i-114` 1.114' 1414• 1-114` Y 1 • wdee ACTUAL PRESSURE REQUIREMENT FOR THE ea, � 2Amh«s®4.75'Min.O.C.l SlaManl«004et Clip(Fig.1): a001bs . 890109 18441. 270100 280 Ns 3541. 740IDs 374 ma 664 @s 9491bs -449- s59lbs OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchors®1.16'A11n.0.C./51911dard(«Ot6e1)Cllp(Fig.2} 450 ros WA WA WA 300 tbs WA NIA WA WA WA 885 ros 1120IDs CAPACITY(FROM THE TABLE)OF THE SFIECTED Anch«s®3•Min.o.c.l R12c5 An21a d(ps!(FIg.3Y TBDM s tssa ros 18981. 54D ros SSOros WA 7601. 74e ros OW ros 78921. e851. 17201. MULLION.IT WILL YIELDAMO4IMUM ANCHOR 2 Axh«s®OAS A9n.O.C.!U121p,Info.125'Alum(FI9.4k WA WA WA WA WA WA NIA WA WA WA WA 7151. CAPACITY WHICH MAY BE USED TO OIUUJFY 1 Aneh«!F-Clip(Fig.5} 195[be . 4451. 8221. 135105 1401. 177 M 3701. 167IDs 3321bs M173I. 221 Iba 2801. ADDITIONAL ANCHOR OPTIONS FROM THE 2Anch«e(d11.15'Min.O.C.1 r-alp 0k 2401. NO WA WA 7001. WA WA WA WA WA 311 ros 4421. 6001Ds ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. PRODUCTRHYIsBD FIGURE 1: FIGURE 2: TABLE NOTES: Bur7d11(g1) whh the PlOddaf Cok s 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. oocDlmtt+ i "- SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. --j 1.000' �-- 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. dlaml ado Pr ucl enrol 1 FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 111 I I I I) FO • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2'0� \��ONY LYNN Aye rri� FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. `��'��••'��GENS !�F'i% ANGLE CLIP MUST BE USED IN PAIRS. F 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED •�6� CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 0.90.WOOD SHALL BE PRESSURE-TREATED = ;• Na.58705 FIGURE 4: FIGURE 6: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.65.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 1•X 2`X.376•MULLION LEAST A25•THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND FS THE MATERIAL.#10 8#12 ANCHORS INTO WOOD MAY BE STEEL, S.S.OR 410 S.S. Q� ATE 711 ',lS10NAL 11�`` A.LAN MICCA,P.E. FL P.E.#58705 TABLE 3A ®�h Mullion Capacity Table Ib6Ht2) Opening Width(for vericalli,-spartring mullions)or Opening Height(for hofizorritallir-sperining mUfflons) 5D In 60 In 70 to 60 in 90 In 1001n 120 in 1401n 160 In O 1 X 276% Rec4engulu rm"Ang. Rectenguter Tmpl0leng. Rectangular Trewmang. Reelano r Trepllliong. Reclangulu Tmp/rllan8• Reclangr4ar 77ep/rdeng. Rectanguar 7loplTrlan9• RecgrrgWer Trap/Tdarg. Rcatnngulu Trsp/idang. y,c ar Loading Loading Loading Leading Loading Loading Loading Loading Loading Lcadirg Loading Loading loading loffing Loading Loading Looding loadng c� � U .376 Alum. ' Tube Mullion C14 �g � o z . s g s s� $ 241 421n 170.0 620 170.0 435 170.0 7a 170.0 478 170.0 868 170.0 We 170.0 992 170.0 519 170.0 ilia 170.0 521 170.0 1240 170.0 521 08.7 13011 170.0 521 127.5 1301 1170.0 521 111.6 1301 170.0 521 0 48•n 170.0 708 170.0 524 170.0 S50 170.0 584 170.0 992 170.0 WO 170.0 1133 170.0 661 151.8 1139 170.0 677 139.9 1139 170.0 680 113.9 1139 170.0 660 97.6 1139 170.0 660 65A 1139 170.0 680 60.025 In 170.0 747 170.0 563 170.0 886 170.0 6.31 107.8 1032 170.0 664 146.0 1032 170.0 723 130.5 1032 110.0 747 117.4 1032 170.0 756 97.9 1032 170.0 756 83.9 1032 170.0 758 73.4 1032 170.0 756 -S 0 641n 170.0 797 170.0 612 161.3 807 170.0 691 138.2 007 164.7 730 120.9 907 152.5 720 107.6 907 145.0 714 96.6 007 141.1 710 80.8 907 1{0,0 709 69.1 907 140,0 709 805 807 140.0 709 m C) O @7 601. 141.1 735 11515 625 117.6 735 130.3 611 100.8 735 116.0 599 88.2 735 106.2 590 70A 735 095 50 70.5 735 95.1 574 58.8 735 91.6 574 60.4 735 91.8 574 44.1 735 01.8 574 O J 031. 121.9 666 130.0 570 101.6 668 111.5 557 87.0 660 98.9 547 76.2 668 90.1 536 67-7 666 8.7.9 631 Me 668 79A 529 505 666 76.8 521 43.5 666 75.6 621 38.1 668 75.8 621 7 68 In 106.0 607 112.4 522 88.3 607 96.1 511 70.7_ 007 05.0 601 60.2 607 77.1 493 58.9 607 715 488 53.0 607 67.6 461 442 607 63.4 476 370 607 62.7 474 33A 607 62.7 474 z (Lg g e� 72 In 81.8 510 83.8 W:7 0 73.0 434 66.3 f0 64.3 426 51.0 610 57.9 419 45A 510 63.3 413 40.6 510 60.0 408 34.0 610 45.9 402 292 510 44.4 399 25.5 510 d1.3 390 761. 69A 458 72.5 8 61.7 392 49.8 456 M.1 385 43.4 456 48.6 378 38.6 466 44.6 373 34.7 456 41.6 368 28.9 456 37.7 382 24.6 456 38D 359 21.7 456 35.7 358 J J 78 in 64.2t22724.7 5 66.6 373 45.9 435 49.6 We 40.1 435 44.7 360 35.7 435 40.9 356 32.1 435 36.1 351 28.0 435 34A 344 22.9 435 32.6 341 20.1 435 32.2 340 001. OR 7 36A 285 29.9 327 31.6 280 26.1 327 28.3 275 23.2 327 25.7 271 20.9 327 23.7 268 17.4 327 21.0 262 14.9 327 19.3 256 Q nzO961. 34.4 67 29.9 252 24.6 287 26.0, 246 21.5 287 23.1 244 19.1 267 20.9 240 17.2 287 19.3 237 74A 287 16.9 232 O108 in 242 27 20.8 201 17.3 227 18.0 198 15.1 227 10.0 185 W 111 In 21.3212017.6 tel U x a 0 0 TABLE 3B ANCHOR CAPACITY ADJUSTMENT FORMULA: m CA to Anchor Capacity Table Ib6 �_ Subslml¢ 2.7k Concrete 3.5k Core. hollow CMU Filled CAtll PT Woed Metal (Dp,)X((ANCHOR CAP.,,,,,,, ANCHOR CAP.,,, �m� VNIA 1/4'SSEko 511( leo 1/4'6SEko MOSleal U123 &1 912Stee1 `MULLIONCAP.,,q,,,,,� Anchor CUP Patterns Anam Type 3/16•Elco UOmcon 114'Eke Ultra an3/16'Eko UltrmonjV7 Ultracan AggmGatw UWacon AggreOator Screw(G5)Scmw(G5) 5"oo,(O5) USE THIS FORMULA TO OBTAIN THE"ANCHOR Edge Olslance M7 1" 2-W 1' 2.12• r 2•trr244 2' 3-18• 2• 0.48' 0.54• 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN Embedment link 1314• 1314' 1.314• 1.314' 1-114' 1.114' 1-114- 1.14' I-114' 2' 1316• 1318• vada, ACTUAL PRESSURE REQUIREMENT FOR THE 2Amh.mN4.75'We.0.0./Slandardor Met alp ffq•1k 390 W, 390 Wa 450 Ito 690 lbs 1644 le, 270 lb. 280 lbs 74016, 374 Me 664 Ito 948Ibs alt leo 42 be 580109 OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Amhara Q 1.15'Min.O.C.I Slondud(or0lbot)Clip(Fq.2): 480 @9 7001bs WA WA WA 380lbs WA WA WA WA 652 Lbs BB5lbs 1120lb. CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Arichm@r Mia O.C./R)245 Anglo Clips I TN.37 760 ers 78D lbs 660 Ws 1560Ibs 540lb. 6W Ies76016, 748lb, e801bs 18921bs 662 Ws 685lbs 112016 MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 Anchm 00.45•Ann.O.C.I Ut11p,Into.126Iti .(1,4): WA WA WA WA WA WA WA WA WA WA WA NIA 7151b, CAPACITY WHICH MAY BE USED TO QUALIFY 1 Anchor/FC9p(Fig.5k 195 Ws 1951b, 225 Ws 445 lb, 822 W, 135[be 14016, 3701ea 1B71bs 332 Ws 47316, 170 ms 22116, zeo Ws ADDITIONAL ANCHOR OPTIONS FROM THE 2Anchor,181.16•Min.O.ClFatp(Fq.B: 2401bs 3501bs WA WA WA WA 1801bs WA WA WA WA 3/11 P. 1 442 lbs I 56016, ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. IROCIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. complying whh the Fkdda uIldlogGo&NO FIGURE 1: FIGURE 2: Date`a TABLE NOTES: --I 1,000' �-- • d 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Imal ado Ploducl Control SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 1 1 1 1 1 1 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: 2,750' 4\GENS<•'•�F.p�� 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. Q; HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 7�; ••.�r FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No.50705 _ ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED D375 - FIGURE 4: FIGURE 5: FIGURE 8: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED �q I S ;•1.(7` YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 8063-T5 AND BE A MINIMUM OF.125' Q S'ATE OF •� U__I!-� THICK.STEELTHITUDS TO BEA MINIMUMORS INTO L S14A THICK ND18 AT EAST SCREW STEELADS BEYEATOND •••,!�(ORIDP,•••G IUI�ILLI� LEAST.125'THICK AND A38.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 1'X 2.75'X.375'MULLION • 0 THE MATERIAL 010 8#12 ANCHORS INTO WOOD MAYBE STEEL,18.8 S.S.OR 410 S.S. A.LYNN1hAILLE�;P.E. FL P.E,#58705 TABLE 4A ®o an Mullion Capacity Teb1a bafR7 `n Opening Width(for vedIca*sparring millions)or Opening Height(for troll s%Lsporril rg mitflons) to 501. Go in 770N80 In 901n 100N 1201n 1901n 1801na o 1x2.76x R"tenguter Trepmlong. ReclangJar Tmp/Mang. R.I.Wl" 7holJfdme' RaclangJ" Tr"µTdang. Ralonp0ar Trapmang. Reelan9Jar Trapfrdang. Ratengular hep'lllarg. RaclargJar to an Rectangular TmplTdang. o LoadnO aoedng Loadng Loading Loadnp L adLoading Loadng Loafing London Loafing Loadng Loading Lancing Loading Loadng Loafing loading sY .650 Alum. r r r a r a p r r pTube aaMullion � � g �• G g Ao i 9 t3 u c3 2Y �i u u u v u u u. b s g� a� s` Ia S s � NnD i alp �� a��° �� rc �� i x� s� i a S arc a� �i 121n 170.0 620 170.0 115 170.0 714 170.0 470 170.0 868 170.0 508 770.0 992 170.0 510 170.0 1110 17D,0 521 170.0 1240 170.0 52I 170.0 1488 170.0 521 158.7 1820 170.0 521 130.0 1820 170.0 521 J W 48 N 170.0 708 170.0 524 170.0 050 170,0 564 170.0 092 170.0 030 170.0 1133 170.0 001 170.0 1275 170.0 077 170,0 1411 170.0 080 141.7 1417 170.0 080 121.5 1417 170.0 BBD 100.3 1417 170A 660 0 _ tl'ti N 50.625 N 170.0 747 170,0 W3 170.0 898 170.0 031 170.0 1040 170.0 804 170.0 1185 170.0 723 1626 1288 170.0 747 148.3 1286 170.0 750 121.9 1288 170.0 758 104.5 1280 170.0 758 01.4 1288 170.0 750 W 0 Q 64 N 170.0 707 170.0 012 170.0 956 170.0 691 170.0 1118 170.0 754 150.7 1130 170,0 003 1319 1130 170.0 837 120.0 1130 170.0 650 100.5 1130 170.0 601 88.1 1130 170.0 B81 75.3 1130 170.0 881 co J BON 170,0 885 170.0 701 148.5 015 182.3 781 125.5 015 144.5 748 109.0 015 1323 735 97.6 015 123.9 728 87.9 015 118.5 720 73.2 015 714.4 715 628 915 114A 715 54.9 915 114A 715 � (� 63 in 151.6 am 161.0 710 120.5 830 136.0 694 108.5 830 123.2 681 04.9 NO 1722 870 84A 830 104.0 682 75.8 We 89.4 650 63.3 030 81.5 649 542 830 04.1 049 47.4 ON 94.1 049 � U � W d 88 1. 132.1 757 140.0 050 110.0 757 118.6 838 81.3 757 105.9 624 025 757 90.1 814 73.4 757 89.1 hoe 68.0 757 0{1 800 55.0 757 70.0 583 17.2 757 76.2 501 /7.3 757 78.2 691 = J e J 72 N 101.7 830 108.6 552 84.0 038 01.0 540 72.7 8.78 60.1t34932.5 gag 721 521 505 630 60.5 514 5o.0 838 023 600 42.4 ON 57.2 Sao 38.3 MO 55.3 407 31.8 ON 55.2 497 rcZ 781n 80.5 571 90.4 /Be 72.1 571 78.8 468 -0.-�5T.1�r67A 571 80.0 /71 4D.0 571 55.5 404 43.2 571 51.0 459 38.0 571 47.0 451 30.0 571 44.8 447 27.0 571 M.5 418 78 In 60.0 542 83A 474 68.7 542 70.8 463 57.1 542 62.1 542 55.7 449 44.4 542 51.0 M2 40.0 542 47.5 437 33.3 542 42.9 420 2aA 542 40.8 425 25.0 542 413.1 423 N O Win 521 407 63.7 381 qA 407 45.4 355 371 407 39.0 407 35.3 343 28,9 407 321 318 28.0 407 20.6 334 21.7 407 20.7 327 18A 407 24.1 322 183 407 210 319081. 42.9 356 44.1 320 35.0 3% 371 314 307 356 32A 358 20.0 304 23.0 358 28.7 300 21.5 358 24.0 206 17.9 358 21.0 280 153 358 101 284 X1001n 30.1 283 30.8 255 25.1 283 25.0 251 21.5 283 22.5 . 283 10.0 241 iB,7 283 16.0 240 15.1 203 18.5 237 w h 1111n 27.8 267 28.3 242 23.1 207 23.0 230 19.0 267 20,8 235 17.3 287 18.3 211 15.4 287 18.5 TI8 N Re In 220 229 223 209 18.3 710 18.6 205 15.7 22H 18.2 202 V x Q O O TABLE 4B g Z m ANCHOR CAPACITY ADJUSTMENT FORMULA: AnahorCa ecl Table Iba ANCHORCAP.,,,,,,,,,, Subslalm 27kC-clo 3.5kCoad. HollonChlU FNedrAW PT Wood Mem1 (DP,)X( >=ANCHOR CAP.,,, 5/f6'FJco 1/4'35 Eko 5/1G FJco 11/'39 Eko plD Slee) pl281681 p1261eel MULLION CAP.,,e,,,,,, AnchorCllpPattema Andwrryp. 3118'ElcoUltrecon 114'ElnoUltratwn 3116•Elco UlUacon IIV121caUlbeconOBTAIN uivacon AgpreGat" u0mcon AggreOalor Screw(03)61",3(cs) Scr 3-24 ) USE THIS REQUIRED' ORRES TONDI NC O Edge Dslonao(In): 1' 2-ire r 2-Irr 3.18' t• 2-lir 1' 2-IQ' T 3.18• 2• 0.46• 0.54• 0.324• CAPACITY REQUIRED'CORRESPONDING TORN Embedment Qn1,V44 1314' talo• 1-314' 2 1-114• 1.114• 1.114• I-114• 1.114• 1414• 2• 1316' 1.TV vedos ACTUAL PRESSURE REQUIREMENT FOR THE 2Anohors®4.7S M i.O.Q/SuDdwd"Oftel Cllp ft.17 390 bs 390 R's 4501bs ego Ion 169411,3 270 lbs 2801bs 354 ms 7401bs -314m 6641bs 046lbs 3411os 442105 5801W OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchors®7.15 Min.O.Q I Stardard("OBsel)Up(FIg.2): 460 ms looms WA WA WA WA 360 1b, WA WA WA WA wA e92ms aesl 11281bs CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Anchwe @ W Min O.Q 1(2)2(5 Angle Caps/(fig.37 780 Ina 780 ms 6801bs 156o Ina 1898 Ins 5401bs 5601bs WA 760158 746Ibs 8W roa 1692Ibs 6B2 ms ee 1120 ms MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 Anchors"OAS Min.QQ/Urlip,Into.125 Alm.(Fig.41 WA WA WA WA WA WA WA WA WA WA WA WA WA 115ms CAPACITY WHICH MAY BE USED TO QUALIFY 1 Anch"/F-CBp(Fig"5r. IN ms i&516s 225 ms 445 ms 8221bs 135 ms 110ibs ITT lbs 370 ms 187Ibs 3321Ds 473 ft ITO Ibs 22110] 280lbs ADDITIONAL ANCHOR OPTIONSFROMTHE 2 Anchors®1.15•Mr.O.CJ F-alp(Fq.6): 240 lbs 350 ms WA WA WA WA IBO los WA WA WA WA WA 3111bs 4421M S60Ibs ANCHOR CAPACITY TABLE. RODUCI'RBV/96D NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED W THE EXAMPLE ON SHEET 24. �O�h ttro Plodda oceptanae No FIGURE 1: FIGURE 2: TABLE NOTES: on ata �2p1(o -"I 1.000' f-- ( ..._ , 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. ami ado Product Contr 0 SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. \\t\5111111/1// 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. \; 4 1 FA •••-•••. FIGURE 3: ��( :� •� GENS F 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.760• � Cir•' �\ F '•,'P • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. �1.;• ••.•x FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No.50705 ANGLE CLIP MUST BE USED W PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 650• ' rel - CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL BEPRESSURE-TREATEp -L '.• ( 1� l 5'-:'w FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF.125' O S ATE O C(/ THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045THICK(18 GAUGE)..STRUCTURAL STEEL TO BE AT II II I II 11 -I LEAST.125'THICKAND A36.ALL ANCHORS TOWOINTO METAL SHALL TEEL,ITENDATLEAST3SCREWTHREADSBEYOND 1-X2.75•X.650•MULUON ' CC •'•-.....-•• . C� � 1111 11 II s I I I I I e _JI THE MATERIAL.k10&#12 ANCHORS INTO WOOD MAY BE STEEL,1&8 S.S.OR 410 S.S. /�7Si1S�0NAL E� LL_ll /r711 I I 1111 A.LYNN FILLER,P.E. FL P.E.#58705 TABLE 5A 2 ® gl Mullion Ca ao Table Ibeft Opening Width(for wrtical"parfigmtllions)orOponingHeight(forhodzontaIVsperrirgmlitidns) oWQ� LL 50 In 60 h 701. so in 801n 100 in 120 in 1401n ISO in m O Rectangular 7tep'IUeng. RaatangWer 7Iep7111eng. Roclangel. TiapfTil Roctangular TwpMong• Rectangular lleprlllen9. ReclengWar Trep/alang. Rectangular TieplTdang, ReclangWar TrepTdang. Raotangular TreplTdang. C36 1"x3.126"x Loadng Loafing Loafing Lwcing Leadp Lmdng Loadng Loafing Loafing Loafing Lcadng Loafing Loafing Loafing Loafing Loadny Loadny Loafing �Y v .600"Alum •q.. .. '�0.. a 2> 't.. .- i .. .a .. a!, �a a 'ato Tube Mull 1� gB a n_ g� ggcli m CS Ci U O U 9i A c3 0 o rc U U U a c gg IS �� b� b. bigg g. �� bm �� € b" a a. €� e$ $� g s� � 13 �� $ €� 13� €`� z 01� O 421n 170.0 820 170.0 435 170.0 744 170.0 476 170.0 888 170.0 508 170.0 992 170.0 519 170.0 1110 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 621 170.0 1735 170.0 521 154A 1802 170.0 521 J W 481n 170.0 708 170.0 524 170.0 850 170.0 584 170.0 092 170.0 630 170.0 1133 170.0 681 170.D 1276 170.0 677 170.0 1417 170.0 660 157.7 1577 170.0 080 135.1 1577 170.0 680 118.2 1571 110.0 600 8 --1- 50.625 In 170.0 767 170.0 583 170.0 880 170.0 031 170.0 1048 170,0 684 170.0 1105 170.0 723 170.0 1345 170.0 747 170,0 1401 170.0 756 141.7 1485 170.0 758 121.5 1185 170.0 750 109.3 1495 170.0 758 LU 0 LU 0 N 541n 170.0 707 170.0 612 170.0 958 170.0 691 170.0 1118 170.0 754 170.0 1275 170.0 803 186.1 1401 170.0 837 149.5 1401 170.0 ass 124.0 1401 170.0 801 108.8 1401 170.0 861 03.4 1401 170.0 881 CO O O 60 In 170.0 895 170.0 701 170.0 1083 170.0 707 156.5 1158 170.0 878 136.7 1156 167.0 028 123.3 1156 158.5 917 111.0 1150 149.7 910 92.5 1158 111.5 903 78.3 1150 144.5 003 80.4 1156 144.5 903 � � 03 In 170.0 030 170.0 745 160.8 1049 170.0 650 137.0 1049 155.5 660 119.8 1049 141.7 846 J� I-.49 132.0 830 95.9 1019 125.5 626 79.9 1049 110.3 620 88.6 1D49 118.8 810 59.9 1049 118.9 618 � N U a6h 188.8 055 170,0 789 139.0 0% 151.3 UN 119.1 855 133.7 788 1042 955 121.4 775 5 112.6 765 83.4 955 106.4 757 09,5 055 09.6 749 69.6 856 98,7 746 52.1 955 98.7 748 z (Lg $ C ap9 J 721n 128b 807 171.9 897 107.0 603 111.9 882 91.8 80] 101.1 870 BD,3 a03 91.2 859 3 83.9 819 84.2 603 78.6 012 SJ.S 80J 722 832 15.9 803 88.8 828 40.1 803 68.7 627 N 5 D iZ 781n 1092 721 114.1 629 81.0 721 W.0 010 78.0 721 85.1 605 88.3 721 78.5 595 1 70.1 566 54.8 721 85.1 579 15.5 721 69.1 589 39.0 721 58.8 584 J4.1 721 56.1 583 7 66 d 78 In 101.0 684 10SA 599 84.2 881 69.6 567 722 866 78A 578 63.1 601 70A 667 1 64A 558 50.6 881 6g.8 661 42.1 684 51.1 541 38.1 684 51.3 538 31.0 681 50.8 634 H � z 00 in 65.8 514 87.9 458 54-8 514 57.3 448 47.0 514 50.0 MO 41.1 514, 44.6 433 14 40.5 427 329 514 37.1 421 27A 514 33.0 412 Z3.5 511 30A 406 20.6 511 28.0 1031-' .,Z 861n 542 452 55.7 404 45.2 452 47.0 3D8 3&7 452 40.9 390 33.0 452 38A 384 52 320 378 27.1 452 30.3 373 22.6 452 289 385 19.462 22.8108 in38.1 357 30.9 322 31.7 357 32.7 317 27.2 357 28.4 312 23.8 351 25.2 306 57 22.7 307 19.0 357 20.6 299 158 J57 18.0 297 13.0 357 18.2 287 11.0 357 15.0 283 W1111n 35.1 338 35.8 308 20.2 378 30.1 301 IJ 26.0 339 28.1 290 21.0 338 23.1 292 38 2Q8 268 17.5 338 10.0 281 14.8 330 18.8 278 12,8 338 14.8 27J 11.0 330 13.0 268 (A (q120h 27.7 289 282 263 23.1 289 23.7 259 198 289 20.5 258 17.3 289 16.1 252 89 1&3 7AB 13.9 289 14.8 246 11.6 289 12.8 ?AO 9.9 288 11.1 238 8.7 280 10.4 232 V X Q O O Q.. Zs� fA TABLE 5B ANCHOR CAPACITY ADJUSTMENT FORMULA: g g €0 m� AnchorCa act Table lbs ANCHORCAP.f,- - SuOsirale 27k Wncrtie 36kCdic. HaOow CFdU RN PTWOOd WIN (OP,,,)X( )=ANCHOR CAP.,,, o> > N16'Elco Ud'SS EkO NIC Elcoed 01251ee1 012 Steel MUION CAP.,,�.r.".MChOrCIIpPOHOme AnchefTpe: 3116'EIcoUIIMM 1/4'EkoUaMcon 3116,Elc0UUMM U4'EkoU9raconunruonAggeOator UOMcrn05)Screw(G5) scrtw(G5) USE THIS FORMULA TO OBTAIN TEaga gslarca gnY r 2-vr r &9r acre' S' 2-v2• r z-ur r sire' • 0.54' 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN Em9ednenl n 1314' 134' 1974' 1314' 2' 1.114• 1.114' 1-1/4' 1-1/4' t-114' 1-1/4' . 1316• aaites ACTUAL PRESSURE REQUIREMENT FOR THE 2Anclnrs®4.76'htin.O.C./Standad or=e1Cllp Ing.1Y 390 lbs 3601. 450IDs 890 Ite 1644 11) 270109 280101 057 lbs 740 t6s 374Ibs 664105 as las 341 IDs 442110 we ws OPENING,WHEN IT IS LOWERTHAN THE MULLION 4Archofs@1.15'Idino.C.l6tMMrd(orOfBet)C8p(Flg 21 480 lbs 700Ibs IIIA IUA IIIA aEO lbs II/A IUA 11/A IUA IUA 6621bs 90Ibs MOMS CAPACITY(FROM THE TABLE)OF THE SELECTED 4Arctors®3'hih.0.41 m215Arple Clips/(Fla al' leo lbs leo 9s 680 ms 1560 ms 1�BIbs 640163 560lbs N/A 760IDs 7481bs 880 me 1692 IM 6821D4 Mme, 1120116 MULLION.IT WILL YIELD A MINIMUM ANCHOR 3Am"®445-tmn.O.C./U4:Lp,Inlo.125'NUM.(Fig 41 IUA IUA IIIA IUA IIIA IA IUA N/A IUA NIA IUA IUA it/A IUA J.- 73 M CAPACITY WHICH MAY BE USED TO QUALIFY IArchor/Fr.6p(F_ _ 19510.4 195116 2251bs 41511!; sz! jJ3,11'A 51Ds 1.0 m; 177ms 37olas te- .I. 4T3 WS 17dms 22196 - ADDITI)NAL ANCHOR OPTIONS FROM THE 2Andprs(�1.f6'tdia O.ClFCO aeF 240lbs 3501¢; WA IUA 111A 111A 190 ms NIA IUA IUA IUA IUA 311914 44216s1W ANCHOR CAPACITY TABLE. RODUCI'RflVt31iD NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. compiyfnywlW Ihop It F•1.000°�I •� (�.0 FIGURE 1: FIGURE 2: TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. e4N Odel4aduN Conlmi SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 1111111 I1ff 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE 3.125' \0C NV N 7y� FIGURE 3: / 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. ��.• �tGEtJSF ,F.fa HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 1-0 FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No.58705 •'� ANGLE CLIP MUST BE USED IN PAIRS. 4 SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED � .•,� 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' ��•, STATE OF THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND-045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 1•X 3.125'X.5•MULLION •.,F(pR1pP-.•' \�` LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (1•VF MULLION) :�` ••...... Cp O THE MATERIAL#10&#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. ONAU A.LYIJNr 1IS11LL��t,P.E. FL P.E.#58705 TABLE 6A ® N Mullion Capacity Table(lbsfie) Opening Vyldth(for vertically-spanning mullions)orOpening Height(for hodzonte)y-sparWrg millions) u�uI��ccrt 501n 601n 701n BO In 90In t00In 1201. 110 in 160 In Rtttanguler TreptfanB. Redena4ar Tia"ang. Redangalar 1repmang. Rect.ngdor Trapaiwg. Redangula TropMang• Redangder Tmp/rdang. Rectangular TrWIrI ng. Rcotangular Tlap/Tdang. Rmtvaular TreprRiang• k ti 1 x 4 x.126 L-Ing Loadng Lwdng Loadng Loafing Loafing Lwdng Lwdng Lording Loafing Lwdn9 Lwdng Loadbg lAadng Loafing Lwdng Lwdrg Loedrg SY U J Alum.Tuba F .. '.. ,. '.. P P €... € £ '.G1 � o �' F �' �' € -� -t A � .� to LL Mullion 13 8 8 C4 All z 10 421. 170.0 620 170.0 435 170,0 744 170.0 47a 110.0 860 170.0 We 170.0 992 170.0 549 170.0 1116 170.0 521 170.0 1240 .170.0 521 170.0 1486 170.0 521 145.6 1489 170.0 521 127.8 1489 170.0 521 J W 481n 170.0 708 170,0 524 170.0 850 170.0 681 170.0 992 170.0 610 170.0 1133 170.0 661 170.0 1275 170,0 877 158.3 1303 '170.0 660 130.3 13M 170.0 680 111,7 1303 170.0 680 97.7 1303 170.0 600 5o e251n 170.0 747 170.0 563 170.0 6% 170.0 631 170.0 1048 170.0 684 170.0 1185 170,0 723 168.1 1235 170.0 747 140.5 1235 170.0 766 117.1 1235 170.0 756 100.4 1215 170,0 766 07.6 1235 170.0 756 W O 64 In 170.0 797 170.0 612 170.0 958 170.0 691 170.0 1116 170.0 754 154.4 1160 170.0 803 137.2 1158 170.0 677 123.5 1158 170.0 866 102.9 1158 170.0 861 88.2 1168 170.0 88f 77.2 1158 170.0 581 m 0 F- M 601. 170.0 885 170.0 701 166.7 1042 170.0 797 142.0 10{2 161.1 832 125.1 1042 146.7 615 111.2 1042 1389 601 100.0 1042 130.2 791 83.4 1042 1261 762 71.5 1012 125.1 782 62.5 1042 125,1 762 1=-' ID 831. 170.0 930 170.0 745 1512 992 163.8 818 1299 092 144.4 789 113.4 992 131.0 782 100.8 992 121A 766 80.7 882 114.8 758 75.6 892 108,4 745 84.6 882 108.0 7M 66.7 982 108.0 744 � B 661n 165.4 047 170.0 789 137.8 047 1460 766 118,1 947 130.3 766 103.4 947 117.7 752 81.0 947 105.7 730 82,7 817 102.2 721 68.9 047 95.1 713 69.1 047 94.0 711 51.7 047 81.0 711 Z $ $ a721. 135.9 8/B 142.7 737 113,2 649 121.6 722 07.0 849 108.8 708 64,8 Bag 00.1 696 76.5 849 067 686 67.9 849 627 875 56.6 619 75.3 659 48.5 849 725 652 425 649 72.4 631 7 a s` 781. 116.5 762 120.7 665 80.3 762 102.6 652 026 762 90.0 640 722 762 80.9 629 84.2 762 74.2 820 57.8 762 69,2 613 461 762 62.8 602 41.3 762 59.9 597 38.1 762 59.4 595 J CO29 Z M 761. 108.9 721 151.4 834 BAO 7ZA 94.6 621 76.3 724 829 609 66.11 724 74.4 699 59.4 724 68.1 691 63.1 72{ a14 561 44.5 724 57.3 573 38.2 724 54.3 $67 33A 724 W.5 565 La.• J 901. 69.8 513 71.8 483 68.0 54,1 603 474 49.7 543 620 466 43.5 643 47.1 458 368 543 426 452 34.8 613 39.5 440 29.0 543 34.0 436 24.a 543 321 430 21.7 643 30.7 420 .O g61n 57.3 478 68.8 427 47.8 478 49.7 419 40.9 478 432 412 35.8 470 30.5 405 31.8 478 34.8 400 28.7 478 320 305 23.9 478 28.1 368 20.5 478 25.6 380 17.9 476 242 376 N s0 g� 1081. 48.3 377 41.1 341 33.6 377 34,6 315 268 377 30.0 330 25.2 377 28,8 325 224 377 24.0 321 20.1 377 ZZ.O 317 18,8 377 18.0 310 14A 371 17.1 301 1'n 1111. 37.1 357 37.8 323 30.9 357 31.8 318 26.5 357 27.6 313 23.2 357 24.4 300 20.6 357 22.0 305 165 357 20,1 301 15.4 357 17.4 281 a co 1201. 20.3 308 20.9 270 24.5 388 25.1 274 21.0 308 21.7 270 10.3 308 19.2 287 tea 396 17a 283 V X Q O O 1441. 17.0 212 17.2 1802 n.•`� m� rn TABLE 68 ANCHOR CAPACITY ADJUSTMENT FORMULA: F� IX¢� Anchor Ca ltv Table Obs) HORCAP.,,a,,... substrata 2.7k Concrete 3.5K Com. tbBavCMU FVed CMU PTWocd Metal (DP_)X(ANC CAP.,-::)=ANCHOR CAP... SHB'Eko 1/4'SS Ek.5118'Elea 114'99 Elan #to$ eI 01291001 812 Sietl ULLK)N CAP ,,,r Anchor COP Patterns ancmrrypa: 3116•Van Ullman 1/4-Eko Ullman Nbaeon 3'16'Eleo Ultracon 1l4•Eko ulOecon Agg.0.1b, UB�amn A99MGal" screw(OS)Scww(GS) Screw(GS) USE THIS FORMULA TO OBTAIN THE*ANCHOR Edgo[xgomo Mi. 1• b1Q' 1' 2-tn• 3416' r 2-12' 1• 2-IW T 3-111' r 9.407 0.540 0.324' CAPACITY REQUIRED'.CORRESPONDING TO AN EmMWnenl(N): 1.3/4' 1.314' 1.314' "C 7 1.1/4' 1.11Y 1.114' 1.114' 1.1/4' 1.114' r 1-107 1.V0' mdea ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anchors®4,75-MIn.O.C.l 6ta.dmd or OOsol CBp(Fl9.152): 390 lbs 390lba 450 lbs 8901W 1044 lbs 270 ft 2601W 354Ih3 740 lbs 374 lbs 664 m. 94e lbs 3a11bs 4421ha 56916. OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchors 2.25•Mln.O.C.1 StaMaM(orOfbel)Cep(Fig.3): 700 lbs 700 lbs 560 lbs 1410 lb. 052 lb. WA 5601b3 WA 630161 WA 8801b. WA 6821W 8851bs 11201w CAPACITY(FROM THE TABLE)OF THE SELECTED 8Aochom®1.15'MN.O.C.I SIAM d(or05aet)C9p(Fig.4p 960 lbs 1400lbs WA WA WA NW 760[as WA WA NIA WA NIA 13B31bs 1770 lbs 2240 lbs MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Anchor�W Min.D.C.I(2)ZKS Angle Cops I(Fig.5p 780 W. 780 P. 00 lbs 1560 tW 1696 lbs 5101W 5e01W WA 7601w 748 lb. 680In, 18921W 6621M 5551W 1120lbs CAPACITY WHICH MAY BE USED TO QUALIFY 6 Anchan; 3'Mia D.G 1(2)Zr5 Angle Gars l(Flg.6k 11701W 11701bs 1020W 2340 ft 28441W 610166 8401W WA 1140 lb, 11221W 1320iW 21138 is to221W 1327lba 1690 lbs ADDITIONAL ANCHOR OPTIONS FROM THE 4Anclwrs®0.15'h1h.O.C.lUdip,Into.12Y Alum.(Fig.7k WA WA WA WA WA WA WA WA WA WA WA WA WA N/A 1430 @a ANCHOR CAPACITY TABLE. I'RODUL7'I4BV1$® 2Anohors®225'Min.O.Cl F47Ip(Ftg.B): 3501W 350 Ns 290 @1 7051b. 476 lbs WA Z801W WA 315101 WA 4401b9 WA 341 161 4421 5601ht W e4r.plyblg wiW the NI01{da n 4 Anct s@ 1.15-MIA.O.CJ F47Ip(Fl9.97 40016. murD5 WA WA WA WA 380 lbs WA WA WA WA WA 682 lbs Mlbs 11201W jA NNOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. 1.000' �-- p �mTABLE NOTES: lml ad4PraluclConlrol 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 11141 I i 11/1/ • • • • • • • • • • • • SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. `��pr1(-,.NN / • • • 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. Q�'�..''v,\CENgF '•.F.p • • • • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES 4.000' * No.58705 TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW FIGURE 5: FIGURE6: FIGURE 7: SUGGESTED,APPROXIMATE HOLE LOCATIONS. �'. 1127 1S •' ; • • • • • • C SUBSTRATES:CONCRETE SHALL CONFORM TO O AST C-90.SPECIFICATIONS.HOLLOW AND GROUT-FILLED s PATE (C/ • • • • CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL BE PRESSURE-TREATED YELLOW •125' '�'��S•.FCORIDP.•',(��` SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125'THICK.STEEL i STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125-THICK T ►�AL 1E�v�� ANGLE CLIP(FIGURES 566)MUST BE USED IN PAIRS. AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.tF10& 1'X 4'X.126' A.LYNU MILV�R P.E. 912 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. MULLION FL P.E.N 58705 TABLE 7A Mullion Capacity Table Ibs#t2 �s3v7�S t Opening Width(forwlOralysparrdng muddons)orOpening Height(for tgdipnta*spenning mlffions) ��t^� 501n BO In 701n 8o in gain lob In 1201n Hein 18oln g p tx4x.376 Reel' 7teplatung' Red gular TrapRdarg• Rectangular Traprnl a. Rectorwar Trep/Riang. Rectangular Tr.paderg. Rcclan9uler TieprTdanB• Rcctongular Rp/Tdong• Reclongdar TraprMang. Rectangular Maprrrf.g. S do t Loafing Loafing Loading Lowing LoadnB Load Loafing Loafing Loafing Loafing Loafing Loafing Loafing loafing Loading Loafing Ladag Loafing 2 Z O Alum.Tube F 2• F F £ F F F F F F F �• F F F F F F F •Fg F_ 0.' Mullion N In fi bg' € fi fi g fi�' S fi� e� 6 6 .-s I-- 421n 170.0 620 170.0 435 170.0 744 170.0 478 170.0 888 170.0 500 170.0 992 170.0 519 170.0 1110 170.0 521 170.0 1240 170.0 621 170.0 1468 170.0 621 170.0 1)35 170.0 521 170.0 1987 170.0 521 481. 170.0 700 170.0 524 170,0 850 170.0 504 170.0 092 170.0 670 170.0 1133 170.0 601 170.0 1275 170.0 677 170.0 1417 170.0 680 170.0 1700 170.0 680 170.0 1983 170.0 680 151.8 2024 170.0 680 DO 60,625 in 170.0 747 170.0 563 170.0 890 170.0 031 170.0 1048 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 766 170.0 1703 170.0 756 156.0 1819 170.0 760 130.5 1819 170.0 756 g 7 0 641n 170.0 797 170.0 612 170.0 958 170.0 891 170.0 1116 170.0 764 170.0 1275 170.0 603 170.0 1434 170.0 837 170.0 1594 170.0 850 159.8 1799 170.0 661 137.1 1799 170.0 881 120.0 1798 170.0 881 m O F_ 00 601n 170.0 805 170.0 701 170.0 1063 170.0 787 170.0 1240 170.0 678 170.0 1417 170.0 944 170.0 ISM 170.0 096 155.5 1619 170.0 1033 129.0 1618 170.0 1063 111.0 1619 170.0 1063 97.2 1618 110.0 1063 J 631n 170.0'030 170.0 745 170.0 1116 170.0 650 170.0 1302 170.0 940 170.0 1480 170.0 1015 166.7 1542 170.0 1076 141.0 1542 170.0 1122 117.5 1642 166.5 1158 100.7 1642 167.9 1167 ea.1 1612 167.9 1157 � j F SON 170.0 974 170.0 769 170.0 1159 170.0 003. 170.0 1364 170.0 1002 160.8 1472 170.0 1086 142.8 1472 168.8 1148 126,5 1472 158.6 1130 107.1 1472 147.8 1106 81.8 1472 146.0 1104 80.3 1{72 146.0 1104 Z Z $ FJn 721n 170.0 1063 170.0 878 170.0 1276 170.0 1009 150.0 1320 166.2 1701 132.0 1320 149.9 IOD2 117.3 1320 137.8 1065 105.0 1320 128.8 1049 68.0 1320 117.0 1024 75.4 1320 112.6 1013 86.0 1320 112.6 1012 = w �Z 761. 170.0 1122 170.0 937 149,8 1184 159.4 1017 126.2 1184 178.0 981 1122 1181 125.7 976 99.7 1104 116.3 994 89.6 11134 107.5 952 74.8 1184 59.0 835 64.1 1164 SJ.I 927 50.1 1184 02.3 025 _I W E 781n 168.1 1124 170.0 887 138.4 1124 117.0 865 116.6 1124 120.8 e/7 107.8 1124 115.8 931 829 1121 105.8 918 BJ.O 7124 99.5 906 69.2 1124 09.0 090 59.3 1121 84.3 881 61.9 1124 83.2 878 gain 108.1 644 111.5 760 80.1 014 94.3 736 77.2 844 82.1 774 67.8 844 77.3 712 60.1 844 68.6 702 6f.0 64{ 61.4 693 45.0 84! 61.2 878 78,8 844 fi0.0 688 77.0 844 47.7 682 Q Z N 961n 69.1 742 01.5 663 71.2 742 772 852 67.8 742 67.2 641 65.7 742 59.6 631 49.6 742 54.1 622 44.6 742 49.8 614 37.1 712 43.6 600 31.8 742 39.8 590 27.8 742 37.5 564 v) U)r; p 1081n 82,8 666 BJ.B 530 52,1 668 63.0 621 44.7 686 48.0 513 39.1 506 41A 505 34.0 506 37.3 498 31.3 566 34.2 492 29.1 586 28.8 481 22.3 588 28.6 472 19.6 580 24.7 468 � M III In 57.6 555 6&13 603 48.0 555 49.5 495 41.2 656 12.8 481 38.0 655 38.0 480 32.0 556 34.2 473 28.0 555 31.3 467 24.0 535 27.1 457 20.6 555 24.3 448 16.0 1165 22.{ 442 7 Y 12GIn 45.8 4716 a6.{ 433 38.0 475 39.0 428 728 478 33.7 410 28.5 476 20.6 414 25.7 476 26.8 409 228 475 24.6 401 iB.O 475 21.1 395 16.3 476 16.7 387 11.3 475 172 301 (.l x Q O 0 144 M 20A 330 28.7 306 220 330 72.4 301 16.9 330 19.3 207 16b 330 17.0 293 D. TABLE 713 ANCHOR CAPACITY ADJUSTMENT FORMULA: m� Anchor Ca act TableUbe) ANCHORCAP.,,m,,,... Subslrele: 2.7kCMMIo 3.5%Caro. Holl-CMt1 FrlledCMU PTWood Metal (DP.o)X( )=ANCHORCAP.a, KWA 114•SSEko 5116" k0 i/4'SBEko #fOS1eeI 412 Steel #128ted MULLIONCAP.,,,w_ AnchorCllpPatteme A"`•t10fn'� 311B•EkoUlUaron f14•EkroUbecm 3118'EkoUltraon1!4•EkoUltreonAggreGotor Ultror AggreGelor serew(G6)Sc"(G5) SW.W(G5) USE THIS FORMULA TO OBTAIN THEANCHOR 6nk1• 244 r 244 1' 2-1w r 2-U7 2• 3.118• 2' 0.46• 0.64• 0924• CAPACITY REQUIRED'CORRESPONDING TO AN Embodnmi d4k Wft' ta14' ta14• 1.314• 1-114• 1-w• 1.174• 1.1/4• 1-114• taro• 2• tare• fate• lades ACTUAL PRESSURE REQUIREMENT FOR THE 2Anchors@4.75'Mtn.O.C.1 SlarldardWOlfsel COp(FID.1821: 390105 3901b9 450109 13901hs 270 too 2110 tos 3M 1bs 740lbs 374M 684 lbs 9481bs 341 lb. 442lb. 5601bs OPENING,WHEN IT IS LOWER THAN THE MULLION 4Artch- 236MIn.O.C.1Standd(vO�eUC6p(FlO.3T 700 to$ 7001bs 580 Ibs 1410ms wA 6601bs WA 630W WA 680lb9 WA 6821b9 885tba 1120 me CAPACITY(FROMTHETABLE)OFTHESELECTED OAnc(ora®1.15•Min.O.C.lslendd(«O6se8cepn.4k 960%. 1400 ms wA wa NIA 780lb. WA WA WA WA wa 13e31bs Awlt.. 22401bs MULLION.IT WILL YIELDAMINIMUMANCHOR 4 Anchor.Q3'MIn.O.C./R)2x5 Angle Cups I n.Sk Tse Ws lee lbs 680lbs 15601bs SID lbs 560lbs WA 760lbs 7461bB 6601b9 18921b. 682 Ibs 1INM CAPACITY WHICH MAY BE USED TO QUALIFY 6Anclar8®3-Min,O.C.1(2)2x5 Angle Clips I(Fla.Bk 1170Ns 1170lba 10201bs 2340Ibs 81D IAs 8401bs WA 114006 11221Do 13201bs 2138lba 1022Ibs IBRO Ibs ADDITIONAL ANCHOR OPTIONS FROM THE 4 Anchors®0.45'Min.O.C.r ULlip,Id.'125'Alum.(Fig.7t WA WA WA WA WA WA WA WA WA WA WA WA 14301bs ANCHOR CAPACITY TABLE. RODUCTRBVIS® 2Anohoru@ 2.25'Min.O.Cl FClip ft.eY 350 lbs 3501ba 290 lbs 705 11,3 4701bs NIA 280 ft WA 315n3 WA 49010s WA 341 Ibs 5501bs -MI74lgBWN111hallorld• 4 Anchors®1.15'Mtn.0.C1&Utp(Fig.9Y 4801bs 7001bs WA WA WA NIA 380 too WA WA WA WA WA 082 Ns 11201bs ooepta ce, NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. •--j 1.062• �•-- ---1 1.000• r- oveplonrot4o e TABLE NOTES: diem) ado Product Control FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 8: 1)SFE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. `1141 I I I I I I r 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE i��'•••GENS • • • • • • • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 4.000• 4.000' : No.511705 ' SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. - �is D "FIGURE 5: FIGURE 8: FIGURE7: 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW ANDPGROUT-FILLEDSSURE-TR CONCRETE BLOCK UNIT(CMU)SHALL CONFORM.5 ASTM INU WOOD SHALL BE Q •. , • • • • PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE �( F •�. 6063.75 AND BE A MINIMUM OF.125'THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045' .375' .375' ss ANGLE CLIP FIGURES 6&8 MUST BE USED IN PAIRS. INTO THICMETAL SHALL EXTEND A18 GAUGE). T LEAST 3 SCREW THRFI4STEEL To BEAT SDS1BEYOND THE MATERIAL..910 8#25'THICK AND A36.ALL R2 t•X 4•X.375• t•X 4•X.375• 7rr7 NAL. 11111 ( ) T-MULLION MULLION A.LYN{��tLLftR,P.E. ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. FL P.E.#68705 _j &R, TABLE BA f�1•i a Mullion Capacity Table Ibs/1t2 s13S Opening Width(for vedlcalyspamingmu➢ions)orOpening Height(fortrod nta*spergdngmdlions) CWWW � 50 in 60 in 701n Ba in 201n loo In 120 In 1401n 180 in 12 O RNlangular .118PIN.0. Rectangular Tmp191ong. Ractanguler Treprglang• RNtengular heprrdang. Rectangular 7rap'91arg. Rectangular Tmplrlla.g. Rectangular Trep/r0ang• RectengNor Ttaprrderrg, Reclangular TmpfMwB• 1.26"x Loadirg Loadin8 Loading Loafing Loading Loafing Loading Leading Loading Loading Loafing Loading Loading Loafing ...g Loeding Lwding LeaGing gY U 3.188"AJ x Tube Mull B 13e a g N ^ a a a a �� a ap s a aaa a� a a s a� a a� a a s �� a ao ® a a a� a m s s- a a. �� s 15 1s� b. a. � a& �� a. _� h. a a� b L § b� b� fV�m 71 421n 170.0 620 170.0 435 170.0 744 170.0 476 170.0 888 170.0 506 170.0 992 170.0 Sig 110.0 1118 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 151.6 1769 170.0 521 461. 170-0 706 170.0 '524 170.0 850 170.0 584 170.0 092 170.0 gag 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 154.8 1548 170.0 680 132.7 1546 170.0 No 116.1 1618 170.0 050 50.0261n 170.0 747 170.0 563 170.0 898 170.0 031 170.0 1016 170.0 604 170.0 1105 170.0 721 170.0 1315 170.0 747 187.0 Mile 170.0 766 139.2 1468 170.0 766 119.3 1468 170.0 756 104A 1468 170.0 756 N 7 641n 170.0 797 170.0 612 170.0 950 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 603 16J.1 1318 170.0 837 146.9 1378 170.0 856 122.3 1376 170.0 601 104.8 1378 170.0 661 91.7 1376 170.0 801 m O O co 601n 170.0 885 170.0 701 170.0 1063 170.0 797 159.9 1168 170.0 878 139.0 1158 167A 970 123.6 1158 158.8 919 111.2 1150 150.0 912 92.7 1158 144.e goy 79A 1158 144.8 005 69.5 1158 144.8 905 I=.. W � J 631. 170.0 930 170.0 745 160.1 105t 170.0 850 137.2 1051 155.8 get 120.1 1051 1420 945 106.7 1051 1323 837 90.1 1051 125.7 830 80.1 1051 118.5 822 68.8 1051 118.1 621 60.0 1051 118.1 821 j 681. 167.1 S57 170.0 789 139.3 957 151.6 805 119A 957 134.0 700 104.4 857 121.8 777 026 057 112.6 787 63.6 857 108.0 759 69.6 057 100.0 760 69.7 057 989 748 52.2 957 88.9 748 Z -J ffj 6.7 604 1352 698 107.3 804 1152 684 91.9 BD4 101.3 671 60A 804 91.4 660 71.5 804 64.1 650 64A 801 78.8 64,1 63.6 804 72.J 633 46,0 804 69.9 029 40.2 ON 69.6 628 �_ 7� Z 9.1 722 114.4 BJO 012 722 972 618 78.2 122 05.3 606 68A 722 76.7 506 60.8 771 70.3 588 54.7 722 653 5S0 45.8 722 59.5 570 39.1 722 68.7 565 34.2 722 56.2 504 Ill f1.2 885 105.6 60D 04A 885 89.8 588 723 605 78.5 577 63.3 685 70.5 688 502 685 64.5 560 50.6 685 60.1 553 42.2 00.5 64.3 543 38.2 885 51.4 537 31.6 635 50.7 578 H N .9 515 68.0 457 54.9 515 57.5 449 47.1 515 50.1 441 41.2 515 44.7 434 36.9 515 40.6 426 33.0 515 37.4 422 27.5 515 33.1 413 23.5 515 30.5 407 20.6 515 20.1 401 Z a N O Q X Z .3 453 65,8 404 45.3 453 47.1 397 38.8 453 41.0 391 33.0 453 36A 365 30.2 453 33,0 379 27.2 453 30.4 374 22.6 453 26.6 368 19.4 453 24.5 360 17.0 153 220 358 � 03 �p O 8.1 350 J9.0 J23 31.8 358 32.8 318 272 358 28.4 313 23.8 J58 262 308 21.2 358 22.7 304 18.1 368 20.8 500 16.9 J58 18.0 293 (AW 5.1 538 J5.8 306 28.3 338 30.1 301 26.1 338 281 207 22.0 370 27.2 ZB7 103 738 208 209 17.0 370 18.1 285 XN7.8 290 20.3 264 23.2 200 23.8 260 19.9 290 20.6 258 17.4 290 18.2 263 15.4 280 10.4 249 UNQ OO0.1 201 lea 108 Z.'(0 O TABLE 8B ANCHOR CAPACITY ADJUSTMENT FORMULA: - €w 1% Anchor Ce acity Table the '7 ANCHOR CAP.,,",,,,,,, o y o SutBimte 2.7k=fete 3.6kCak. Htl1o710,1U F81edCG1U PTWaod E(Ltat (DP,)X( )=ANCHOR CAP.,,,,, 611&Elco 114•SSEk 5/76'Eko 114'SSElco 011611a 012SIed 012 Steel MULLION AnehorClip Patterns Anchor7yp8 3'IVEtco UOracen Ir Uhmcon Ullmcon aIV ElcoN2-112* jINEkotiftmcm AggeGamr u6mcon A9gmGalar Scmw(G5)Scm(65) Scrw(O5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge Otstrce g) P 2-112' 2-u2• 3.1gr t• 2-u7 2 alar' 2' 0.48• 0.54' 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN EmbeAnmt . 1314• 15'4• 13'4' 2- 1-94' 1-114' 1.1/4' 1-94' T 1-318• Iyer vales ACTUAL PRESSURE REQUIREMENT FOR THE 2Ancipm@4"7YNInO.C.l61on0aMa00selCIlp In _): 300 ms 390IM 450 ms 6BO Ibe 7644 ms 270lbs 740lbs 3741bs 664 rag 046 ms alt ms 4421ts 660104OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Arkhom Q 1.15.1Alm O.C.I SlanMrl(or Ogset CII (Fig 2) 4801D9 Tao ms u/A IgA NIA uw IgA RIA IUA ruA 66zms 6660. 1120lm CAPACITY(FROM THE TABLE)OF THE SELECTED 4ArchDm@3•MIn.O.C./(2)215 Angle clips 10g9) 780 Ms 7601bs 6801bs IBMlbs 1t96lbs 540lbs 7601De 748Ib5 880IDs 180¢lbs W8,M 065 ka 112D IDS MULLION.IT WILL YIELD A MINIMUM ANCHOR 4Amnom®0.45•IAN-O.C./U-0p,into.12V Ah m.ft 4) IIIA IUAIUA IUA IUA NIA IUA RU1 LUA WA tUA IUA 1430108 CAPACITY WHICH MAY BE USED TO QUALIFY1Arc1pr/FLpp ll7g b) I85Ibs 105 We ?25(D9 445IW 8220c 13510. 3701bs 167 415 S't2 ms 473 ks 170 ms 221 iDg 7801m ADDITIONAL ANCHOR OPTIONS FROM THE 2Anchon®1.IV PAUL O.CJ F4A g6' 240105 3501)6 WA WA IUA NIA IUA IIIA IUA IUA 511105 442m1 560Its ANCHOR CAPACITY TABLE. PRODULTRBVI9HD NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. B wfl"a Code UuplOrlda eu8dlhg ODdo ANt'plegue Tb - 01. FIGURE 1: FIGURE 2 TABLE NOTES: F'-1.250'-I I6 • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION Hiaml adc Produce COnirnl ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. �`�ONY LYM M"I�j� FIGURE 3: 3) 3.188' `� '�� << �� MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE �a, \CENSE F,p CLGLE P MUST SHEETS 21-23,HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. r 265• _ No.50705 ,7r IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND 1 _ FIGURE 4: FIGURE 5: FIGURE 6: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE T �Q•. �S Al-C OPr � • 6063-T5 AND BE A MINIMUM OF.125'THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND T �� .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A36.ALL 1.25'X 3.188•X 265'MULLION �s'••-Z ORIOP'•'-G';s • • � O ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. (1.1/4'VF MULLION) #10&#12 ANCHORS INTO WOOD MAYBE STEEL,1"S.S.OR 410 S.S. A. FL P.E. 5870 P.E. • FL P.E.#58705 TABLE 9A x Mullion Capacity Table(Ib9/f11) � FF Opening Width(lorvardcaly-sparvllrg mullons)or Opening Height(forhorBontally4pannI g mullions) 50 in 60N 701. 00 In 90 In IOOIn I In 140 in 160 In O 1.26x3,26 Rectangular T2pTAang. Reolanguler TrapRdang. RaGmgiler TrapRAane. Reetsngda, TraprlAano. Reolangalar TmprMog. Rmlangolar T. 6.ng. RW ngWar TrapTdmg. PaWgAm 'NoWdeng. Mcf rgufar Trapflldmg. cil re- %.x3 Loadbg Load.g Loafing Loading Loading Ladrg Lotuig Lading Lowing Loadng to9dn9 loading Loafing Loafing Loadfng Loading L-ing Laadng La a!a Alum.Tubo b, yD _ _ &9 _ _ _ _ y& LO Mullion g _ (app _ fBpt 5& PPS _ A• yLDL yLDt yDc fPgt © O S` N 1 z �� 421n 170.0 620 170.0 435 170,0 714 170.0 IJB 170.0 BGB 110.0 608 110,0 992 170.0 519 170.0 1116 170.0 1121 ISJ.3 1118 170.0 621 127.7 1118 170.0 521 100.5 1118 170.0 521 05.8 1118 17(1.0 571 0 IB N 170.0 708 170.0 524 1740 850 1780 684 167.6 Ole 1740 630 146.7 078 170.0 661 130.4 910 170.0 617 117.3 97a 110.0 680 07.8 978 170.0 680 83.8 978 170.0 680 73.3 976 170.0 680 J W 50.825 N 170.0 747 170.0 563 170.0 898 170.0 631 150.7 021 170.0 684 131.9 027 180.6 TO 117.2 927 159.1 699 105.5 927 168.3 698 87.0 927 158.3 695 76.4 927 156.3 695 65.8 927 1563 695 = _ 541. 170.0 797 170.0 612 154.5 809 170.0 691 132.5 869 163.9 683 115.0 689 141.8 689 103.0 869 134.0 660 92.7 889 128.8 064 77.3 689 128.0 652 60.2 NO 128.6 OW 57.9 669 1248 651 (y) O 601. 1432 746 153.8 834 1144 740 132.3 620 102.3 746 117.6 600 BB.b 746 107.0 599 79.0 746 101.0 592 71.6 748 98.8 587 69.7 746 83.3 683 51.2 746 03.3 583 4d.8 746 93.3 583 m 00 O ~ 63 In 127.7 971 132.0 670 103.1 077 119.2 568 BB.d 071 100.0 655 77.3 077 BfA 518 68.7 077 05.2 639 61.9 877 81.0 634 51.0 077 77.0 520 41.2 077 78.7 529 36.1 877 70.7 629 h --7 J BB In 107.0 017 114.1 670 89.7 011 87.8 519 76.9 017 80.3 500 87.3 017 763 500 59.6 817 72.8 491 57.0 817 68.7 489 44.0 017 6/.d 403 3BA 017 07.7 402 37.8 617 63.7 482 d d 721, 62,9 618 07.1 150 69.1 516 74.2 440 592 518 66.2 432 61.0 618 60.0 425 48.1 516 54.2 419 41.4 516 50.7 414 34.5 518 46.0 406 28.6 518 45.0 405 25.0 518 45.0 405 z �2 m 76 In 70.6 465 T3.7 400 547 485 62.6 308 50.3 485 41.9 390 d4.1 des d9.4 98d 392 183 453 378 35.2 IBS 17.2 171 28.4 165 343 907 25.7 165 36.6 384 27.0 185 36.2 387 rL J 78 In 65.2 441 68.0 367 64.3 III 57.7 370 46.6 441 50.8 372 40.8 441 454 366 38.2 441 41.6 380 32.0 441 38.1 356 27.2 441 34.0 319 23.3 111 33.1 340 20.4 441 32.7 345 .( g rcz 90N 42.4 332 43.8 205 35A 332 37.0 289 30.3 332 32.3 284 28.5 332 260 280 23.6 332 261 278 21.2 332 21.1 272 17.7 332 21.3 260 16.2 332 19.6 262 13.3 372 16.7 260 ¢ r H O Q 901n 35.0 201 75.8 280 29.1 101 30.3 256 26A 291 18.4 752 21.8 281 236 110 18.d 281 21.3 214 17b 201 19.5 &1 14.6 201 1J.1 239 12.5 201 ibA 232 Z `'; N 108N 24.8 230 26.1 208 20.5 230 21.1 205 17.5 130 18.3 201 15.4 230 10.2 198 (a- X4�Z W O p O 111 N 12.0 210 23.1 197 169 218 /9A 194 10.2 216 168 191 14,1 118 14.9 188 N 120. 97.9 1. fez 170 14.6 181 15.3 107 io 0) Y Y to U N a 0 0 TABLE 9B pnaher Capacity Table(lbs) ANCHOR CAPACITY ADJUSTMENT FORMULA: � � Of ANCHOR CAP.,,�,,,,,e o rc'3 9obstale: 27kCommle 3.6kCam. HOOgNl7dU Fired CMU PT Wood Metal (DP)X( )=ANCHORCAP.,m 5116'Elm 1/4'SS Elco 6116"Elw 114'SS Eko 010 Steel 012 Sleel 4128ted MULLION CAP.,ro,,,,, AnehorCllpPattemB Anchor Typo: 3118'EImUlvecon 1/1'EkoNtmon Uiu000n 3116'ElwUluaoon 1/1•ElcoNlmcon ABgreGalor Uleecon AgoreOator 8-(G5)Sc"(G5) SomW(GS) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge Olslence(In): 1' 2.12' 1, 2-172 3.110' P 2412' t• 2-12' 2- 3.116• 2• 0.46• 0.64• 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN Embedment 2n: 1-314' 1.34' I V4' 1314• T 1 1.1/4' 1.14' 1.1/4' 1-114• 1-1/4• 1-1/4• 2- 1318• 1318' modes ACTUAL PRESSURE REQUIREMENT FOR THE 2 Amhors@4.7SMin.O.C./Star4ard or OBeol Clip(Fig.1): 3901bs 3901bs 450 lbs 8901bs 181410.5 270Ibs 2800. 354Ibs 740155- 374 to, 664 Ws 046 It. 3411bs 442169 6601bs OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchors®1.15'MN.O.C./Standard(or Orfset)CIO(Fig.2),'4801bs 700 It's WA WA WA WA 380 rm WA WA WA WA WA 662 ibs B851bs 112016. CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Amhm03•Min.O.C.1(2)246 Argo Olps/(Fig.3k 780 ft 700 P. 68016, 16601bs tele lbs 540M 500 Ns WA 760 Its 748100 Sao P. 1892 ft 682 Im 8851bs 11201bs MULLION.IT WILL YIELD A MINIMUM ANCHOR 3 Amhae @ 0.54'Wm.O.C.IU OTp,Into.100'Alun.(Fig.4YI WA WA WA WA N/A WA WA WA N/A WA WA WA WA WA 0501bs CAPACITY WHICH MAY BE USED TO QUALIFY 1 Amh"IFLlip(Fig.5):1 195 Its IBS Ns 22516s 415165 8121b, 1351bs 140 Ns 177165 37OIos 1e71bs 332 na 413 His 170 Ins 721 Ibs 280165 ADDITIONAL ANCHOR OPTIONS FROM THE 2 AmMm®1.15'MIn.O.C/Ftl1D lFig.Bk 240 Ns 350 Ns WA WA NlA WA 1801hs WA NIA WA WA WA 341 lbs 442165 560 M ANCHOR CAPACITY TABLE AODnI..)rcrmv158D 9nwith 1)16 Florida ¢o4ptenpaNO FIGURE 1: FIGURE 2: TABLE NOTES: -1'250" o9D • • • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION Aland ado Product Cmlinol ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. }(111117 1111 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. �� ( LYNN 77i� FIGURE3: `p.........'�yC( ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.250' 'x, }GENSF'•,F.P CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS .:• r Ee r BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. Nu.,18705 IN PAIRS. 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 •100• FIGURE 4: FIGURE 5: FIGURE 8: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE �f �� S'ATE bF�s, •�� • 6063-T5 AND BE A MINIMUM OF.100•THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND I 25'X 3.25'X.100'7r•<ORtOp•.•• O S e :045'THICK(1S GAUGE).STRUCTURAL STEEL TO BEAT LEAST.126'THICK AND A36.ALL . /�<i`SS� LCC:` ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. MULLION r7 �" Nl • #10&#12 ANCHORS INTO WOOD MAYBE STEEL.18-8 SS.OR 410 S.S. A.LYINAI MILIL1�`�2,`P.E. FL P.E.#58705 TABLE 10A Mullion Capacity Table pbslft) L13 Opening Width(farvedicely-sparadnpmlAlolts)orOp6nlnpHeight(forhori2ortalyspendnOmullions) 601. Oln 7Din 80 In I Dole I 1001n 1201n 14D in 160 In m1§ p C 1$6X3$6 Roclanguter Trepritiang. Reclanguler Trap7ldeng. Redengular Trepl7dang. Reetangular TreplMeng. RedengWar hapRdanB. Redergolar Trap7dang. Redengular TropRrianB. Rectangular Tr. p?dang. Recbdnpdar TrepRdang. u Loading Wadi" Loading Loedng Loading Loafing Loading Loading Loafing Landing Leading L0lding Loading Loading Loading Loafing Lauding Leadln9 R. V M.024 Alum.Tube ''.. '� .. E., •8 c .� E .8,. $ .�.. .. 5 •L �'.. •5y A .g,. •5 £.. �' .. •8Sm Mullion sa v� v v` o` va = �P` c8i ua ci �� oe v ov N m v uG v v v u 13 % z $' 3 s� _ s' sg _ rg a �'� o _> �P z 421a 170.0 620 170.0 435 170.0 744 170.0 476 170.01 868 170.0 606 170.0 992 170.0 519 170.0 It% 170.0 521 170.0 1240 170.0 521 170.0 1408 170.0 621 110.0 1735 170.0 621 170.0 1983 170.0 621 O W 481. 170.0 708 170.0 624 170.0 NO 170.0 S84 170.0 ON 110.0 630 170.0 1133 170.0 661 170.0 127S 170.0 671 170.0 1417 170.0 680 170.0 1700 170.0 680 169.7 1919 170.0 680 148.5 1979 170.0 600 SD.626 in 110.0 747 170.0 561 170.0 896 170.0 631 170.0 1016 170.0 604 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1491 170.0 156 170.0 1793 170.0 756 152.6 1077 170.0 766 133.5 1877 170.0 756 1 64 in 170.0 797 170.0 612 170.0 966 170.0 691 170.0 1116 170.0 754 170.0 1276 170.0 803 170.0 1434 170.0 837 170.0 1594 170.0' 656 166.1 1769 170.0 861 134.1 1769 170.0 gill 117.7 1759 170.0 861 co CQ W C)n 60 in 110.0 805 170.0 701 1700 1063 170.0 797 170.0 1240 170.0 878 170.0 1417 170.0 9N 161.1 1611 170.0 996 145.0 7511 170.0 1077 120.8 1511 170.0 1063 107.6 1511 170.0 1063 90.6 1511 170.0 1063 H J {{ 631. 170.0 930 170.0 745 170.0 1116 170.0 650 170.0 1302 170.0 910 156.6 1370 170.0 1015 139.2 1370 170.0 1076 125.3 1370 164,0 1092 107A 1370 165.9 1072 89.5 1370 155.3 1070 78.3 1370 155.3 1070 W T8 661n 170.0 974 170.0 769 170.0 1169 170.0 903 155.6 1248 110.0 1002 1362 1246 169.6 1013 121.1 1248 147.1 1000 108.9 1248 139.0 989 90.0 1248 170.4 978 II.B 1248 129.0 975 60.1 12.08 129.0 976 Z $ �• m 72 in 167.8 1619 170.0 678 139.9 1019 150.2 692 119.9 1019 132.1 075 101.9 1W9 719.1 660 93.2 1019 709.7 849 83.9 1019 102.7 830 69.9 1049 41.] 025 59.9 1019 91.2 820 52.4 1049 91.7 020 J 0 761n 142.7 911 119.1 822 170.9 911 126.8 005 101.9 911 111.2 791 09.2 941 100.0 777 79.3 941 91.7 ]S6 71.4 971 05.6 157 595 941 77.6 711 51.0 411 74.0 737 44.6 917 73.3 736 J &� Z 93 78in 132.0 891 137.6 787 110.0 894 116.9 767 97.7 844 102.0 763 02.6 091 97.9 140 73.3 094 61.1 730 66.0 641 78.7 721 66.0 841 70.7 707 47.1 841 67.0 701 41.3 695 66.1 698 90 in 05.9 671 08.7 596 71.6 671 74.9 585 61A 671 65.7 575 67.7 671 50.2 566 47.7 671 529 550 47.0 671 48.8 651 35A 671 43.1 539 70.7 671 39.7 571 26.9 671 31.9 526 Z Q N p 96 in 70.0 590 72.0 527 69.0 590 61.4 618 50.6 590 53A 509 dd9 590 47.5 602 39.7 590 1].0 497 35.4 590 39.6 488 29.5 590 31.7 477 25.3 590 31.6 469 22.1 590 29.8 467 H Z x a0 p 108 in 49.7 466 60.8 421 41A 466 12.8 411 35.5 466 37.1 400 71.1 466 32.9 402 27.6 466 29.7 396 24.9 466 27.1 391 20.7 466 M15.7 782 17.6 466 212 375 16.6 466 19.6 370 N uO o� 1111n 46.8 441 46.1 400 38.2 441 399 393 32.7 441 34.1 387 28.6 441 30.2 382 25A 441 21.2 376 22.9 44f 24.9 372 19.1 441 363 16A b1 19.3 356 14.3 441 17.0 351 W M _ 1201n 30.3 370 36.9 344 302 370 31.0 339 25.9 376 26.8 334 22.7 370 23.7 329 20.1 378 21.3 325 16.1 378 19.5 321 16.1 378 314 X `1 TA 144 N 21.0 262 21.2 212 17.4 2b2 17.0 239 15.0 252 15.3 236 () N Q O 101 a Z o m TABLE 10B m�o �O s0 ANCHOR CAPACITY ADJUSTMENT FORMULA: -S �m0. AnchorCepacity Table(lba) ANCHOR CAP.,,,,,,,- i= SOOsUale. 27X Concrete 36kCmc. HNOW CMU FIIIed SIU W Wood MNa1 (DP,)X( )=ANCHOR CAP_ y15 Elco V4-SS Ek05115 Ek0 U4'SS Etco p1DSlea a12 Sleet a7251eeI MULLION CAP.aa„w AnthorClip Patterns Anchor rypa 3715 ElcoUeracm Vd'EkoUllrecon u0recon 3'16•Elco Uttracm vd^ElcoU112con AggreG for UOrdcon Aggrerafor Screw(G5)Screw(G5) Screw(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR Edge Clarence On) r 2-lir r 2-vr 3-115 1• 2-vr 1• 2-vr 2• 3-1re" 24 0.46• 0.64' 0.324^ CAPACITY REQUIRED'CORRESPONDING TO AN Emf>eOrsmt Illy 1514• VT4• 1314• laid^ 2' 1-114' f-014^ 1414' t-114^ t-114• 14/4• 2' lire• Mir vanes ACTUAL PRESSURE REQUIREMENT FOR THE 2 Ancrors®4.751.11 n.O.C. Standard dr onset CBpA 1) 3001os 390186 450 Me BOO IDs 164418% 270Ms 280 Ms Wlbs 740[as 374Ies 684 mil 016 Ms 3St lbs dd216s 1ifi01bs OPENING,WHEN IT IS LOWER THAN THE MULLION 4 AnCt"S@1.15'LIN O.G I Slendard dr g6el)cop(R8.2) 480 M5 700Im NIA IVA ILIA IIIA 3rd los IIIA IVA RIA IUA IVA 602 Ms e7ss ma 1120 Ms CAPACITY(FROM THE TABLE)OF THESELECTED 4Ancrors Q3'7dIn.O.C.IO2c5ArgleCDps!no,3) 780 Ms 700Ms 660 Ms 155 lbs i8Wlo% 510 Ms silo los wA 760fb9 748 Ms 8931h8 18021m 682 log 885 Ms 1120Ia MULLION.IT WILL YIELD A MINIMUM ANCHOR 3AMhors Q 0.64•Idin.O.C./UCIip,InI0.f05Alum.(Fig,4X NTA WA IIIA IVA NIA IIIA IVA IIIA IVA NIA IVA IVA NIA IUA 960 Ms CAPACITY WHICH MAY BE USED TO QUALIFY 1ArCrorl FCgp(Flg.BX 18518% 195M7 =lbs 4451bs 822106 135lbs 140,1b4 1776x 3701b7 187 are 332186 47311 110 Ms 221 Mil 2B0Ios ADDITIONAL ANCHOR OPTIONS FROM THE pRODUCTRuvISED 2 A1kII114®1.15 MIn O.CI FC9 B.6) 240 Ms 350 as INA IVA IIIA NIA 193IW ILIA IN NIA IUA IUA 311 Ms 4d2lbs 560186 ANCHOR CAPACITY TABLE. M glyI4 who the Florida Wing Code ,O capimtco No ate, FIGURE 1: FIGURE 2: TABLE NOTES: t210* 0 • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION • • dfaml�produU COntrO ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 5/111117/ 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. \�� p1^(1-YNN 4f, FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.250" `��•''S,IGENSF''•�F.fa ANGLE SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS BEIUSED T SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.Fe I I No.58705 'N IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND FIGURE 4: FIGURE 5: FIGURE B: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C90.WOOD SHALL4.BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE STATE OF •: 40-- 6053-T6 44\6063-T5 AND BEA MINIMUM OF.100'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND %��•'•.F(OR10P,.''G\` .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A36.ALL ........ SS .. 1 O O ® ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 1.25'X 325'X.624' ", /0NAI.E'" A• �\ #10&#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. MULLION LY' INMILILLIR,P.E. • FL P.E.#58705 TABLE 91A n w ® F Mu81on Capacity Table¢1190} OpentngWdth(WvertioaWpanntngmWons)orOpeningHelght((orholizoda ,pondngmulions) T hr Q so 60fn 7 I I 6081 I in I 106tH t206r 146 in too in v{ l o 1.2&%3bd Rada�gWar TrapTriang. Recfen9Nar Treplidan0. RoaangWw 7rarVfdeng. Redargular TraWldang. Rectangular lfaprtdang. Roctengutw Trop7dang. ReAwrgulw TrepTdang. Rocfenguler 7r41YTdang. Reeta�Ww e.g.Trep93iy$ X•624 Loadm9 Loadtn0 Lnndm9 Loedm9 Loodhig Loading Loafing Loaf, Laadn9 Loed.0 Lo,dm6 Loadin Wedug Lo ft Loading LoeCna Loading Lowl" s>_' ' U Alum.Tuba F s S F 2 E t Mullion 1L &:z �^"� 91 b o a�, �a fi $e $ :1 u u v v 1410 v oa v oa r.". 419 v uo v v v a� is oo v9 r, vo v o v o u' ua O o 5 .sg 'd a r 5o a m ge g �� ams c 6 t ='o ss �� w O W~ 421n 170.0 6'20 170.0 435 170.0 744 170A 418 170.0 668 570.0 606 170.0 992 170.0 619 170.0 1116 170.0 521 170.0 1240 170.0 621 110.0 1460 170.0 521 170.0 1736 170.0 521 170.0 1983 170.0 521 W 481n 170.0 708 170.0 Sgt USA 050 170.0 384 170A 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 690 170.0 1700 170.0 Gas 170.0 1983 170.6 660 170.0 2267 iMO No 0 _ 60.825 In 170.0 747 170.0 563 170.0 695 170.0 631 110.0 1016 110.0 684 170.0 1195 170.0 723 170.0 1356 170.0 141 170A 14M 170.0; 166 110.0 179] 170.0 756 170.0 2092 170.0 756 170.0 2391 170.0 ISO OC W 641. 770.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 603 170,0 1434 170.0 637 170.0 1594 170.0 056 170.0 1913 110.0 661 170.0 2231 USA 651 16%2 2403 170.0 061 LU O Gain 170.0 cgs 170-0 701 170.0 1063 170.0 797 170.0 1240 110.0 878 170.0 1417 170A 844 ROA SS94 170A 9% 110.0 1771 f70A, 1033 17U 2125 170.0 1463 1483 2163 170.0 ISO 129.8 2163 170.0 t063 631e 170.0 930 170.0 745 woo 1116 ROA 850 170.0 1302 110.0 940 170.0 1400 170.0 1016 170.0 1673 170.0 1016 170.0 1859 170.0 1122 156.9 2060 170.0 1169 134.6 2060 170.0 1171 117.7 2060 170.0 1171 664. 110.0 974 170.0 789 1700 1169 170,0 GO 170.0 1364 110.0 1�2 170.0 155@ 170.0 logs 170.0 1753 170.0 1155 170.0 1948 110.6. 1210 143.0 1966 170.0 t275 122.6 1966 170.0 1266 1012 1966 170.0 1286 g CMln 170.0 106] 110.0 878 170.0 4276 170.0 1009 170.0 1488 170.0 1125 110.0 iTPP 170.0 4238 154.1 1734 170.0 1315 1}g,! 173-0 169.0 1386 Nib 1731 155.9 1359 99.1 1794 160.0 1362 86,7 1734 1502 1352 J till w 0 78N 170.0 1122 170.0 937 170.0 1346 170.0 1080 169.6 1556 110.0 1209 147A 1556 165.2 1285 131.1 1556 151.5 1266 IRA 1656 141.3 1251 90.3 1556 128.3 1229 84.2 1550 1223 1218 73.7 1566 121.2 1216 � � Z Iger 170.0 list 170.0 %7 170.0 f3al 170.0 1116 1559 1477 1693 1246 136.4 1477 152.0 1224 1212 1471 139.1 1206 109.1 1477 1295 1191 90.9 U17 116.9 1169 R.9 1477 116.8 lire 6s.2 1477 109.3 1154 Q d• r d' Sol. 1-020 1110 1465 986 118.0 1110 13.9 968 101.5 N10 107.9 951 BB.e 1110 96.3 936 78.9 1110 87.5 922 71.0 1110 80.7 910 591 1110 11.3 @91 50.7 1110 66A 078 4dA 1110 62.1 070 Z 96in 1120 975 120.3 872 916 975 101.5 966 03.6 975 00.3 012 13.2 975 76.6 829 65.0 975 71.2 817 59.5 975 GSA 007 40.8 976 57.4 789 41.0 A172 6 916 493 167 X Z M1081. 02.2 Rt 04.0 695 685 771 70.7 685 50.7 771 61.3 674 SIA 7711 $4.3 664 46.7 R1 49.0 655 41.1 771 449: 647 34.3 771 38.9 632 29A7 771 32A 612 Ln Aa�r1U In 15.7 730 77.3 661 63.1 730 65.0 650 $4.1 730 56.3 640 473 730 49.9 631 d2.1 730 45.0 622 37.9 730 41.1 611 31.5 730 35.6 600 27.0 730 29.5 601WM1264.9 62d 51.0 469 49.9 b2d 51.2 360 d2e 624 4d.3 552 37.5 62d 39.254433.362d 35.3 331 30.0 624 32.2 531 23.0 62d 27.7 Sig NA .7 624 22.5 501 k. U41n 34.7 433 35.1 400 26.9 433 29.4 J95 24.8 433 2SA 390 2L7 433 22A 305 19.3 433 20.0 381 17.3 433 182 976 L Q O Z � S.$r m(� d TABLE 418 AnchorCepaclly Table abs) CAPACITY ADJUSTMENT FORMULA: e m �o-mo sufutrale 2.7kComfde MkCoac. Nonowadu Fl9edeldU prwaa L1UH (DP_)X jANCHOR CAP-,,,,-%=ANCHOR CAP. 611w Elco 114,SS Ekb 6116'Eko U4'SS qco qip SIBN N1251ee1 (N2 Sieel ``MULLION CAP.,,",,,_) AnchorCtfp Pa#eme ArXha Type 3'16'gco UOrxm V4'Ekou02con u8rscon &iC Elco Usrecm tf4'FJcoU4lwcw Age%� Uttrazm AggreGator Saew(G5)Gem G35) ScrewA USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge 1warce Gn P 2-Nx r 2412' 318' r I 2Nr Y 2412' r 3.110^ r 0.4a• 0.54• 0.824' CAPACITY REQUIRED'CORRESPONDING TO AN Embeaiteni 1314• 13'4' iso' 1414' 21 1-174' f 1-114' 1 7.714° 1-14' 1414^ 1414' 2' I-w tae^ Vales ACTUAL PRESSURE REQUIREMENT FOR THE 2 AnthOr9 Q 4.751 Llln O.C./SlaMani Of O05e1 CAp(T1g 17 390 IDS 300 Ra 450164 GOO lot 1644 IDS 2701x9 1 280106 1 354 IDS 740 IDS 374149 664100 a46106 &ti los 44210s 660 IDS OPENING,WHEN IT IS LOWER THAN THE MULLION 4Arthers@1,WMIn.O.C.IStoncOa4(Or a6e3)CAp(flg.2) 480103 706 to IIrA IVA 111A lick Std ms !NA INA 141A IVA !UA ISM 885100 11201t3 CAPACITY(FROM THE TABLE)OF THE SELECTED 4AMt1619�3'61N.QC.1(2)215 Arg1e C9ps I ORg.3y 7201bs 760100 680103 ism As 18961bS 6401os 660Its IVA 760lbs 74810, 866169 1@62141 W21bs 8851te 1120 N0 MULL ION.IT WILL YIELD A MINIMUM ANCHOR IAacinss0-Vt I K.O.C.7 U�COP.In 10.100•Alum.(Fig.4) N!A IVA 11A !VA Nlq IVA IVA NIA SVA 4I/A IVA !VA NIA INA 1 MIME 1 CAPACITY WHICH MAY BE USED TO QUALIFY f AmhuIRCIp(F7g fix 195@s 195169 225®9 4451ts 022115 135145 140103 1 1770s 370110 187149 332160 47316, 170lbs 221 IDS 280100 ADDITIONAL ANCHOR OPTIONS FROM THE 2Anc&om 1.18'?Aft O.CJ F•C0p(770.67 ?4044, ala ISS 111A IVA NIA NIA 190110 WA IVA WA IVA IVA 9411M 44211oa I 56014, I ANCHOR CAPACITY TABLE. PRODUCT RBYISBD w wmpiy7lig whh the Florida BuildingCOda t12WA-p�Ne,FIGURE I. FIGURE 2: on,DaWTABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ism ado pro uc C nllo1ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. \`\7141 I I I I2)LiNEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. �, QFIGURE 3: ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEECLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS y4' No•58705 BE USED SHOWN ON SHEETS 2i-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.IN PAIRS. 4)SUBSTRATES.CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND O:GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL �) • 2 �'� 0FIGURE A: FIGURE&: FIGURE 6: S ATE O ;' �BEPRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE&053T5ANDBEAMINIMUM OF.100•THICK.STEEL STUDS TO BEA MINIMUM GRADE 33AND " %r'��S••FLORiO�;.•��, .045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A35.ALL 17 S ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 11710NA%•i i 11'7 • III n1 * 1110&912 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. 1.25'X 3.04•X•824' A.LYNN MILLER,P.E. lire MULLION FL PER 58705 TABLE12A Mullion CaPacKy Table 113W a Opening Wtdih(forverSCatVspareilg mtClom)orOpening Height(f6rhorizantally-sparWng muitions) 501n Sol. 701n SOI" W. login 120 in 140 In ISO In Rtctenguiar Tre1J7Xang. Rectengder I Trepmtan8. Rectangular TnoWlItsnp. Rectangdar TwW111mg. Rcctengular Repr7dmg. Radangdar Treplydeng• Wonp9ar TrapW no. Me of 17aprideng. Rectengumr Ttaprmeng. O 2%4X.25 Loafing l.oad0g Loadnp I.oadng loadrg Wadnp Loafing Loadlip Loafing LOednp Loadnp Loadnp Laadbq Loadlp Loafing Laedng Loafing Lmdng a a' AIum.Tuba �. �, �, Mullion � � a � to � a � � > g > tY � 8 t3 J trfi h.5 € ✓�.. d tR g S y �" h� h § h& b S 5 i � is €� N 'JI 11 a 12 421. 170.01 620 170.0 435 170.01 T44 170.0 470 170.01 SW 470.0 606 tX-0 992 170.0 $19 570,0 1116 17U.O 621 170.0 1240 170.0 $21 470.0 1488 170.0 621 170.0 173S 170.0 521 170.0 1883 170.0 521 z � 4610 170.0 ?Be 170.0 624 170.0 850 170.0 504 170.0 082 170.0 630 170.0 1133 170.0 Set 1704 1275 170.0 077 170.0 1417 ,170.0 560 170.0 1790 170.0 US 170,0 1003 170.0 680 170,0 2287 170.0 680 J 50.620 In 170.0 747 170.0 563 170.0 SM 170A 831 170.0 1046 170.0 684 170.0 1105, 170.0 723 170.0 1345 170.0 747 170.0 1484 1170.0 756 170.0 1793 170.0 758 170.0 2092 170.0 756 170.0 2391 170.0 750 x 641. 170.0 707 170.0 612 170.0 966 170.0 681 170.0 1116 170.0 764 170.0 1276 170.0 803 1170.0 14M 170.0 037 170.0 1594 170.0 658 170.0 1913 170.0 881 170.0 2231 170.0 684 170.0 2550 170.0 881 a CS 0 6010 170.0 885 170.0 701 170.0 1063 170.4 797 170.0 1240 170.0 070 170.0 1417 178.0 9N 170.0 1584 170.0 998 170.0 1771 :170.0 1033 170.0 2125 170.0 1063 170.0 2470 170.0 1087 160.8 2680 170.4 1063 031n 170.0 030 170.0 745 170.0 1118 170.0 850 170.0 1302 170.0 040 170.0 1488 170.0 1015 170.0 1673 170,01078 170.0 1658 ,170.0 1122 170.0 2231 170.0 1169 160,7 2553 t70.0 1171 145,9 2553 170.0 1171 i- 6816 1704 974 !7010 780 1104 1169 470.0 903 1704 W84 1704 1002 170.4 5658 170.0 1086 170.0 7753 1704 1165 170.0 1848 170.0 1214 170.0 2338 170.0 1275 1544 7437 170.0 1288 1329 2437 470.0 1268 S` �e 721n 170.0 1083 170.0 678 170.0 1275 170,0 1009 170.0 1488 170.0 1128 170.0 1700 170.0 1228 170.0 1913 170,D 1315 170.0 2125 170.0 1387 145.6 2184 170.0 1460 124.8 2154 170.0 1528 108.2.2184 170.0 1530 (� m 76 to 170.0 5122 170.0 937 170.0 1348 170.0 1080 170.0 1570 170.0 1209 170.0 1784 170.0 1322 165.1 1900 170.0 1424 1489 1960 170.0 1605 123.8 1860 581.8 1518 100.1 1060 iW.O 1536 924 1860 152.7 1531 �W mZ 781n 170.0 1151 170.0 087 170.0 1381 670.0 1110 170.0 1611 170.0 5250 170,0 1842 170.0 1369 1627 1881 170.0 4474 137.4 1801 563.! 155 1145 teal 747.3 1473 88.2 1661 139.6 6458 85.0 ta61 13LO 1454 � {q r.mom. so in 170.0 1328 170.0 1144 148.1 1398 156.0 1219 127.8 1308 1380 1168 111.8 1398LOW4 1170 99.4 1390 1102 1162 09.5 1396 101.6 1147 74.5 1390 89.8 1127 83.9 1398 82.7 1105 $5.9 13M 70.0 1006 F- � 961. 147.4 1229 151.5 1098 122.9 1229 1279 1079 105.3 1719 511.2 1061 92 5220 1044 81.9 1224 84.8 1028 73.7 1220 024 S0t6 854 1229 72.2 993 52.7 1729 65.9 977 46.1 1279 626 967 10Z O 106 in 1715M 1054 077 98.3 971 69.0 882W74.O, 77.2 849 84.7 971 837 57.5 871 614 825 51.8 871 565 OSS 43.5 974 49.0 700 37.0 971 44.0 782 92,4 971 409 774 N 110'�N 97.3 832 79.5 919 61.9 Sig70.9 606 119. 19 791 53.0 919 58.7 784 47.7 919 51.0 T7/ 38.7 919 N.8 768 31,1 810 40.2 742 28.0 @19 37.1 732 x 12010 706 Ito S29 780 88.5 70555.8 995 47.2 780 888 41.9 786 44,4 877 37.7 766 48.5 686 31.5 780 34.9 653 27.0 786 31.0 SN 23.6 786 284 631 (1_ V x tl) 144th 442 604 30.4 546 374 498 31.2 540 31.@ 481 27.3 548 185 24.3 548 25.3 470 21.0 646 '22.@ 174 18.2 640 18.5 494 164 640 17.2 455 13.7 548 15.5 Me U x -< N Q TABLE12B ANC HOR CAPACITY ADJUSTMENT FORMULA., D ' z 16 AnahorCapaclty Table(lb8) (ANCHOR CAP.•,,,,,,,,,, SUbabate 23KWn:rHe a6kctne. HOOMM11) FMCIAU P7wood IAeld (DP)X`MULLIONCAP., „..�=ANCHOR CAP, Anchar 0.16'810 114-SS Etc 5116-Erco U4•SSEic. 0109led 912SIeei 912 Steel AnehorCll Patteme ryp0: &f6'Etta UtttatOn U4-Eko U6mton Ubmton 3+16•ENotOilacal tl4•Bt0U8@Con A e0ator Ultacon A mGator Semw G5 Screw p gp gg Se..(GS) lGN Screw(GS) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge Ustance pnj 1• 2-IM r 2-Ur 0119• r 2-ur t- I a/rr 21 3.118• 2' 0.48• O-W 0.3za• CAPACITY REQUIREW CORRESPONDING TO AN Embednalln 1314• tald' 1314^ 13�d' 2' 1.114- 1414' 1414• 1 1-1/4' 1.114' 1-1/4' r talo• lase' rates ACTUAL PRESSURE REQUIREMENT FOR THE 2Anth=@,LIS'I40 O.C./aternate orQPubo1 CUP,"162X 300 IDS WOOS 450 ms 890 Its 1644116 2709s 280ts 35400 740118 374 IDs 6619» 946 In$ $41 Ms 442 as 560 We OPENING,WHEN IT IS LOWER THAN THE MULLION 4 AIKh.m @ 2. -I tt O.C./Standard(Q010et)Clip(Fig.3k 740100 74010s 6M Ins 14051bs 14241bs IIIA 500 Its IIIA 095116 1114 OW lbs 194 682109 906116 1120116 CAPACITY(FROM THE TABLE)OF THE SELECTED BArchast81.71"kfin O.G./Waldatd(t400de0C0p03g.4): 885140 f0bG ig 7501bs -TM-InsIYA !!/A 7059» IRA 799116 141A IUA WA 1022100 1327IDs 16WRA, MULLION,IT WILL YIELD A MINIMUM ANCHOR 4Arcrors�3'44N.O.C./(2)215Argk C9p91(FI 6J 780 bs 7 16 6801ns 156D We 1eWlbs 0116 660108 NIA 760116 748 IDs 000116 189288 682 HIS 665 We 1181 as CAPACITY WHICH MAY BE USED TO QUALIFY 6Antro15 9'14N.O.C./{2;2<SArole Clips I tFig. 117004 1170116 IDOD14S 2mms 29"ps 8 gains IUA 114008 1122lbs'1 1320In$ •2638108 1022ibs I IM Me, Ism its ADDITIONAL ANCHOR OPTIONS FROM THE 3Anch3m 1.34•Mtn.O.C./U476p,tnto.125'Atum.(Flg.Ty I!/A IUA WA IUA IIIA 141A IUA RIA WA NlA IUA IUA WA IUA 1073 ANCHOR CAPACITY TABLE. BA0tlnls @Of4'IAN.O.CJU Up.Nto.12V AhSb".O}: 141A WA. IUA tUA 1114 t1/A IUA tUA tUA IUA IUA IUA t!!A tUA 21 me PRODtJCTRBV!$BA 2AW"@ 26W LUa O.CJF-Cep(Fig Ok 370100 370 as alb ins 743103 712108 RIA 2801(,8 H/A 348116 WA 4408)0 ILIA 3fi lbs 442100 moms qclaVBUBdllig 8%MIba Ftgtida. cbde 3Antho.@1.71•MN.O.C./F431p Fig.lo} 4431bs 525116 370 Ib3 973105 I NIA IIIA 1 353 Ins I IUA 399116 RIA IUA NPA 611109 664Its 840 ms AC•"rte NOTE,FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. dpi �7 V CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. r �ZL1 FIGURE I: FIGURE2: FIGURE3: FIGURE 4; • • • • • • • TABLE NOTES 2.000" 18011 a c Predutl Con".. - 11.1!1...... • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR �" 9lfjI rr • • • • • GENERAL INSTALLATION METHODS. �� ,4,.•(CENS •r14c� FIGURES: FIGURE 6: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHSANDIOR OPENING WIDTHS IS ALLOWABLE .. • • • •• .250" 4.000" = �4! No.56705 3)MULLION AND MULLION P$SHOWN E NOT TO SCALE,FOR CT DIMENSIONS,SEE 21-2&HOLES TO 13E ILLED IN • • • • tt�.i THELOCFIELD FOLLOWING DIMENSIONAL SIONA RESTRICTIONS SHOWN ON SHEETS 21.23.FIGURES SHOW SSUUGGESTED,APPROXIMATE HOLE ;C) ST FIGURE 7: FIOUREB: FIGURE 9: FIGURE 10: ANGLE CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT - '•.:FCORS()P,••' 4 • • (FIGURES 686) (CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITHAN SG OF 0.55. SS •• • • MUST BE USED ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.126"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 2'X 4"X.25'MULLION 1111 �(�NN- 110 IN PAIRS. GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW I l 1 t 111 • •• THREADS BEYOND THE MATERIAL.#10 8#12 ANCHORS INTO WOOD MAY BE STEEL,1& S.S.OR 410 S.S. A.LYNN F1 P.E.#5870M#6870 P.E. 5 TABLE 13A Mulllon Capacity Table Ibafte Opening Vwdth(for terticaly-spanningmillions)or Opening Height(forhor(zonta sparnirgmull-) t. 601n BO N 70 In BO N 00 In 100 in 1201n 1401n 1601n G` Reetenguler vep7Mang. R.0modu Trap/mum. Redmrg3lw 7rapnllerg. Rodmadar Traprmeng. Reclxng.1m Traprlideng. Redmpdar Trepfdarq. Rectangular TreprTdanO• Rectangular TwpRdeng. Ralengular TreplRteng. d O 2xGx.25 Loadrpl Leading Loadng L"wria Loadng Lmdng taadng Loxd.g LsadbV Lowing Loading Laadng Loading toadm Loading Loadna Loading leadng R:4 Alum.Tubo a .. € '� ?' �' €,. ?' a 'n p p x a a a '.-, p a ',. € €.. a �' Mahlon n II.. 'tT G II a� ads >� �� >�� t�� a a �e to N 421n 170.0 020 170.0 435 170.0 744 170.0 476 170.0 868 170.0 506 170.0 092 170.0 519 170.0 1118 170.0 $21 170.0 1240 170.0 521 170.0 0118 170.0 521 170.0 1735 170.0 521 170.0 1983 170.0 521 0 48 N 170.0 708 170.0 524 170.0 ON 170.0 584 170.0 902 170.0 830 170.0 1133 170.0 661 170.0 1275 170.0 077 170.0 1417 170.0 660 170.0 1700 170.0 680 170.0 1083 170.0 ON 170.0 2287 170.0 680 ? z 5111.625 In 170.0 747 170.0 563 170.0 806 170.0 831 170.0 104B 170.0 684 170.0 1105 170.0 723 1To.0 1345 170.0 747 170.0 1494 170.0 756 170.0 1783 170.0 756 170.0 2082 170.0 7.% 170.0 2381 170.0 756 4n 541n 170.0 7117 170.0 612 170.0 856 170.0 691 170.0 1118 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 837 170.0 1594 '170.0 856 170.0 1813 170.0 681 170.0 2231 170.0 561 170.0 2550 170.0 801 m C 0 60N 170.0 885 170.0 Tel 170.0[121-1 170.0 707 170.0 1240 170.0 876 170.0 1417 170.0 944 170.0 1584 170.0 896 170.0 1771 .170.0 1033 170.0 2125 170.0 1051 170.0 2479 170.0 1083 170.0 2833 170.0 1083 F=- (0 631. J 631. 170.0 930 170.0 745 170.0 170.0 1150 170.0 1302 170.0 040 170.0 1488 170.0 1015 170.0 1073 170.0 1076 170.0 1859 170.0 1122 170.0 2231 170.0 1169 170.0 2803 170.0 1171 170.0 2875 170.0 1171 63 1. 170.0 974 170.0 788 170.0 170.0 1107 170.0 1381 170.0 7002 170.0 1558 170.0 1086 170.0 1763 170.0 1155 170.0 1848 170.0 1210 170.0 2338 170.0 1275 170.0 2727 170.0 1288 170.0 3117 170.0 1288 �• 72N 170.0 1051 170.0 078 170.0 170.0 1008 170.0 1460 170.0 1128 170.0 1700 170.0 1726 170.0 1813 170.0 1315 170.0 2125 170.0 1387 170.0 2550 170.0 1488 170.0 2975 170.0 1529 170.0 3400 170.0 1530 LU [70.0 78 N 170.0 1122 170.0 937 170.0 170.0 1060 170.0 1570 170.0 1209 170.0 1794 110.0 1322 170.0 2018 170.0 1421 170.0 2243 170.0 1505 170.0 2002 170.0 1828 170.0 3140 170.0 1694 170.0 3589 170.0 1705 ? a Z F- 78N 170,0 1751 170.0 1187 170.0 170.0 1118 170.0 1811 170.0 1250 170.0 1842 170.0 1388 170.0 2072 170.0 1474 170.0 2302 170.0 1584 170.0 7783 170.0 1700 170.0 3227 170.0 1777 170.0 3883 170.0 1786 J .- Q � Z N O gO N 170.0 1326 170.0 1144 170.0 170.0 1328 170.0 1659 170.0 1108 170.0 2125 170.0 1853 170.0 7491 170.0 1793 170.0 2658 170.0 1818 170.0 3188 170.0 2125 158.0 3113 170.0 2273 1369 3413 170.0 2381 Za81n 170.0 1417 170.0 1232 170.0 170.0 1434 170.0 1983 170.0 1672 170.0 2287 170.0 1794 170.0 2550 170.0 1952 170.0 2633 170.0 2085 160.0 3189 170.0 2338 137.1 3189 Well 2470 120.0 3199 158.1 2425 F $ti .$�1001. 170.0 1584 170.0 14W 170.0 170.0 1847 170.0 2231 170.0 IB70 170.0 2550 170.0 2078 184.6 2761 170.0 7271 146.3 2781 181.8 2337 1239 2781 !1410.42281 10.5.8 2781 125.8 2271 82.7 2781 118.0 2180 N Iitln 170.0 7838 170.0 1154 170.0 1808 170.0 1700 170.0 2281 170.0 1932 110.0 2021 170.0 2148 151.8 21172 182.3 2245 138.6 2832 118.4 2210 1139 2832 2188 97.8 2832 115.1 2128 85.1 2032 108.3 2080 x Y1201. 170.0 1771 170.0 1588 170.0 2128 170.0 1&58 164.4 2252 158.8 1881 135.1 2252 141.4 1884 120,1 2252 127.2 1978 108.1 2252 718.1 1815 BD.1 2252 1872 77.2 2252 88.0 1838 87.8 2262 01.4 1808 x1N In 125.1 1564 128.8 1445 104.3 1584 106.1 1425 80.1 7584 91.5 1407 782 1564 80.7 1380 69.5 1564 72.3 1373 62.8 1584 &5.7 1358 52.1 1564 1330 44.7 1564 49.2 1305 38.1 1581 M.4 1283 Q N O 70 d' U) rn TABLE 13B ANCHOR CAPACITY ADJUSTMENT FORMULA: Anchor Ca act Table Ib9 ANCHOR CAP.,�,„� L Substrele: 2.7k Concrele 3.5k Caw. Hdlox cmu Filled CMIU PT Wood Metal (DP,)X( )=ANCHOR CAP.•, 5118'Elea 114•SSMea 511V Elea 114•SSEIco 61061ed 8I2Sleel 812Sted MULLIONCd1P.,m,,,,4,E Anchor Clip Patteme Ancharypa NIS'Elea Ullracon 1/4'Elea Ulbeeon 31t6.Oco Ulkae. I/V Eke Ulmon ul0aon ApgMiela Uarecon Appreaelor soew(05)Screw(05) screw(OS) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge 01st me(In): 1• 2-1rr I. 2-f1r 3-118• 1' 2.1W r 2arz• 2• 3.116• 2' 0.48• 0.54• 0.324• CAPACITY REQUIRED-CORRESPONDING TO AN Embedment Ont 1.314• 1414• I.". 1414• 7 1-114• 1.1/4• 1.114' 1.14• 1.114• 1.1/4• 7 1.316• 1x18• modes ACTUAL PRESSURE REQUIREMENT FOR THE 2Anchors®4,76'Min.O.C.I Standard w Offset Clip(Fig.1621 39016s 390lba 450163 89023 1644 1bs 270153 280 Iles 3541b3 740lbe, 374 lbs 6641b. 04 Ibs fibs 442156 6601be OPENING,WHEN IT IS LOWER THAN THE MULLION 4Anohas®4.6WM1o.0.0.ISlendard(a0esoOCBffill.3): 780 lbs 760[be BOO Ibs 1780[be 3232 lb. 5482e 5601bs 70816s 1460 lea 748lbs 12721bs 1892lbs 682 Ilia 88516. 1120 It. CAPACITY(FROM THE TABLE)OF THE SELECTED IlAnchae@1.71-Min.O.C.I Sle.dmd(or00se6 COp(Fig.4t 1180163 1400163 1010 lbs 2%5 lbs WA WA 940163 WA 1065[be WA WA WA 1363 lb, 7770 We 2240 lb. MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Analm.Q r Min.O.C.1(2)2x5 Note Caps I(Fig.5t 780165 760 2, 69011,3 1WO ft 1890 lbs 540 ms 500 lb. WA 700163 748[be 680 rod 18921bs 682 P. 885[be it Iles CAPACITY WHICH MAY BE USED TO QUALIFY 6 Andme493•Min.O.C./(2)2x5 Angle Ceps I(rig.6t 1560@. 1560 le. 060 the 31120 ft 3792 Ou 1080 lbs 1120[be WA 1520 ail 1498153 176016s 3784163 13B3lb. 177016. 224023 ADDITIONAL ANCHOR OPTIONS FROM THE 12An"@I.5'Nn.O.C.1(2)2x5 Angle Clips I(Fig.7► 1660[be 2100@3 1440 lbs 37802s WA WA 13202. WA 1500163 WA WA WA 20,45[be 26542A 3360Ibs ANCHOR CAPACITY TABLE RODUCfRIMSED 4=11.134'r. .O.0/U131p,Iota.125•Alum.(Fq.et WA WA WA WA WA 7413 WA WA WA WA WA WA WA NIA 143023 CeNpl7htgwith failFkdda ® .84• O.C.f U.Cllp,Nto.125'Alum.(FIg.9): WA WA WA WA WA WA WA WA WA WA WA WA WA NIA 2601 Ibs I^2.000'--I u9ding COda mil AO i•1 2 Anehom04.88'Min.O.CJ F-CBp ff1B•fOk 300153 39010. 4501W 890163 1816163 27024 2801.3 354163 740163 374163 63BIbs 94623 At lbs 442164 560163 looeptOneo too .L.L V 4AneM.go I.71•M9n.O.CJF-CBPfflg.IIr 690 lbs 7002. 505[be 12982s WA WA 47016. WA 53323 WA .WA WA 682103 1189103 11201bs DOW jff .250• _ NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES: \ifami Dale Pnodud Contro FIGURE 1: FIGURE Z: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9:FIGURE 10: FIGURE 11: 1 SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON \\11 l l 1.111 l,l LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. �� a•( /(( 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE ?:4\GENS '•.'D • He 6.000'• • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS ��: 1.ID.58705 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON FIGURE 5: FIGURE 6: FIGURE 7: SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 8 1= ANGLE cy S : • • • • • • ••• • CLIA 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED A• ;� S-AT£(F IU (FIGURES CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 090.WOOD SHALL BE PRESSURE-TREATED �;�,t F'(O(t\0I".••' 0 `� • • • • • • • • 5-7) YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125'MUSTBE FS ' ' L� • • • • • • • • USED N THICK.STEEL STUDS TO BEAMINIMUMGRADE33AND.045'THICK(18GAUGE).STRUCTURALSTEEL TO �7,'9�ONAX;\�� PAIRS BEATLEAST.125•THICKAND A36.ALL ANCHORS INTO METAL SHALL EXTENDATLEAST 3SCREW 2•%8•X25• q.//"'LYNN IEER,P.E. THREADS BEYOND THE MATERIAL.#10 8 412 ANCHORS INTO WOOD MAY BE STEEL,18.6 S.S.OR 410 S.S. MULLION FL P.E.#58705