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Product Approval
M IAM I-RADE MIAMI-DADE COUNTY Em PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.2ov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,PL 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 AHD(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone.- DESCRIPTION: Series "SH-200"Aluminum Single Bung Window—N.I. APPROVAL DOCUMENT: Drawing No.MD-SH2O0-01,titled"Single Hung Window Installation" sheets l through 8 of 8,dated 05/11/11,with revision C dated 04/22/16,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration.date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA# 15-0528.22 and consists of this page 1 and evidence page E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. ft NOA No. 16-0505.02 MIAMI•DA =feel;COUNTY Expiration Date: September 01,2021 (/ Approval Date: June 16,2016 �1� Page 1 TABLE 7A akry' glV A Mullion Capacity Table Ibstli l F Opening Width(for ver6oslty-sparlydrlg mullons)or Opening Haight(for horl2nnlely-spenning mullions) yWW7 a 501n so In 701n 80 in go In too In 1 120 In 140 In 160 In 12 1a o ,5i a 1%6%,376 Reclan9,rlar TreplTdan9. Rectangular TmpRdang. RWan9ular TraprTneng. Rwinilldm TrepRdang. ReclengNar TrepRdenp. Reclenguler TrapTdanO• Realeigulm Trop/Tdeng. Re91an0Uar 7Taprrd-9. Raclenpuler he Oilg. o q* Landng LOadng Loedng Loadln9 Loeding Loedng Loafing L..ding Loed'ng Loeding U ding Lmdng Loedlq L-Lng Loading Loadn9 Loading Load,g Alum. &„T„ a _ a 2r a p n n $ R0. $ Z. m 2- k ` Mullion , 23 t9, $ N egg 15 r ¢¢� 6 y�� s� t. 5 fid $ fid `s� dc �e fid SEE. �c fid ��e d Y d � 4d`K 5 d� W 421n 170.0 620 1 170.01 435 170.0 744 170.0 476 170.0 86B 170.0 606 170.0 992 1 170.0 619 170.0 1118 170.0 521 170.0 1240 170.0 521 Woo 1488 170.0 521 170,0 1735 170.0 521 170.0 1907 170.0 521 ,J W 481n 170.0 700 170.0 524 170.0 850 170.0 584 170.0 892 170.0 SM 170.0 1133 170,0 661 170.0 1275 170,0 677 170.0 1417 170.0 680 170.0 1700 170.0 680 170.0 1983 170.0 660 151.8 2024 170,0 6B0 2 (�a (n 50.625 In 170.0 747 170.0 (GJ 170.0 890 170.0 631 170.0 1048 t70.0 661 170.0 1195 170,0 723 170,0 1345 170.0 747 170.0 1494 170.0 756 170.0 1793 170.0 160 156.0 1919 170.0 758 136.5 1919 170.0 766 $ O 541n 170.0 797 170.0 612 170.0 950 170.0 691 170.0 1116 170.0 754 170.0 1275 170,0 003 170.0 1434 170,0 637 170.0 1594 170.0 655 159.9 1799 170.0 561 137,1 1700 170.0 801 120.0 1799 170.0 881 m " Cl) a. BO In 170,0 685 170.0 701 170,0 1063 170.0 787 170,0 1240 170.0 878 170.0 1417 170.0 844 170.0 1594 170,0 696 155.5 1819 170.0 1033 129.6 1619 170.0 1003 111.0 1619 170.0 1003 97.2 1619 170.0 1063 J 631n 170.0 930 170.0 746 170,0 1116 170.0 B50 170.0 1302 170.0 940 170.0 1468 170.0 1016 156.7 1542 170.0 1076 141.0 1542 170.0 1122 117.5 042 168.5 1168 100.7 1542 167.9 1161 BB1 1542 187.9 1167 rL 661n 170.0 974 170.0 789 170.0 1169 170.0 903 170.0 1384 170.0 1002 160.6 1472 170.0 1086 142.8 1472 168.0 1148 126.6 1472 166.8 1130 107,1 1472 147.0 1108 91,8 1472 146.0 1104 60.3 1472 146,0 1104 m �� 72 In 170.0 1063 170.0 070 170.0 1275 170.0 1008 150.8 1320 186.2 1101 132.0 1320 149.9 1082 117.3 1320 137.8 1066 105.3 1320 120,6 1049 80,0 1320 117.0 1024 75.4 1320 112.8 1013 66.0 1320 112.5 1012 � W fa yj r�. 76 In 170.0 11M 170.0 037 149.6 flet 159.4 1013 128.2 1184 139.9 994 112.2 1154 125.7 978 99.7 1164 115.3 964 89.8 1184 107.5 952 74.8 1184 97.6 015 64.1 1184 93.1 927 58.1 1184 92.3 825 J rn u �Z f 781. 168,1 1124 170,0 987 138.4 1124 147.0 985 11a.e 1124 126.8 947 103.8 1124 118.8 931 92.3 1124 105.8 SIB 113.0 1124 88.6 908 69.2 1124 89.0 B90 59.3 1124 84.3 881 61.0 1124 63.2 878 ¢ J < J r 901n 108.1 644 111.5 760 BOA 844 91.3 736 77.2 814 621 724 67.5 844 73.3 712 60.1 844 60.6 702 54.0 8" 61.4 693 46.0 814 54,2 678 38.6 644 50.0 668 33.6 644 47.7 662 961, 89.1 712 91.5 603 74.2 742 77.2 652 67.0 742 67.2 041 56.7 742 59.8 ji40.06 742 54.1 622 44.5 742 48.6 fit4 37.1 742 43.6 600 31.8 742 39.8 590 27.8 742 37.5 584 Lnp1081, 02.6588 46.6 313 39,1 566 41.4 686 77.3 496 31.] 306 34.2 492 26.1 566 28.6 461 22.3 566 26.6 472 19.5 566 24.7 468 tit In 67,6 555 56.8 307 48,0 555 49.5 495 41.2 655 42.9 407 38.0 555 76.0 553 34.2 173 20.8 655 71.3 407 24.0 553 27.1 457 20.6 555 24.3 448 1B.0 635 22.4 442 � N475 46.4 433 38.0 475 30.0 426 326175 73.7 420 26.6 475 29.8 476 26.9 409 228 475 24.5 404 19,0 476 21.1 395 16.3 475 107 387 14.3 476 11.2 381330 26.7 306 22.0 ]30 22A 701 1B.B 330 19.7 287 1fi.6 730 17,0 (n TABLE 7B g o m0 5:0 ANCHOR CAPACITY ADJUSTMENT FORMULA: €€w m� Anchor Capself Table fibs) ANCHOR CAP.,„,,,,, '�^g o'�w Sub,tmle: 2.7kC-lite 3,5kCma 14akwemu Filled CMU PT Wood Me1a1 (OP,,,)X{ )=ANCHOR CAP.„" 55116'Eko III*SS Eko 5118'Eko 114-SS Elco 010 Steel ■12 Steel 912 Sled MULLION CAP. , Anchor Type: 3116'Eko Uitmeon VV Eko Ult-on YW'Elco Ultrwon 174•Eko U9recon Anchor Clip Patterns (,bacon A9gieGalm Ulm= AglFacetor 8,"(GS)Salen(C5) Sc-(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR Edge d5lence(b,): 1' 2.177 1' 2-12' 3-170' 1' 2-112' 1" 2.12' 2' 3-118' 2' 0.46' 0.54• 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN Embedmml(m): 1-ffi4• lar/' 1-W/• 1-314• r t•va• 1-114' 1AW 1-v4" 1-114' 1-114• r talar 1018' wdea ACTUAL PRESSURE REQUIREMENT FOR THE 2Anchom Q 435'Min.O.C.1 SlaMard ar Oldel Up(Fig.1&2k 3901ba 390166 450 INS 89016, 1644 rbe 2709» 280lbs 354 IM 7401bs 374 IN 661 Iba 946 INS �6.82 lb3 442I5s 560160 OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Amhom 19 2.25•Min.O.C.I Standard(0r011$eq Clip(Fig.3): 700 @9 700 lb. 500 INS 141011u 952166 NIA 560 lb, WA 6301bs WA 860 lb. WA lbs 6851bc 1120 IN, CAPACITY(FROM THE TABLE)OF THE SELECTED BA%hom®1.15"Min.O.C.1131-derd(0r00u)Clip n.4k 960 lbs 1400 IM NIA WA WA WA 7601b1 NIA WA WA WA WA 166 1770169 2240 ma MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Anchm8 Q 3-Min.O.C.1(2)205 Angle Clips!(Fq.6): 780 b6 711 the 680 U 15601be 1898lbs Stam, I II WA 7111 11111 880 foa 169216, 161 885166 1120 ft CAPACITY WHICH MAY BE USED TO QUALIFY 0 Amhws a 3'Min.O.C.I(2)2x5 Angle dp,I(Fq.8): 1170lbs 1170lbs 1020 lbs 2340 lbs 2844 lbs Bla Ib, 840IW NIA 11/0169 1122106 1320 lbs 283816a iM Ili5 1327 Iba 1680 toe ADDITIONAL ANCHOR OPTIONS FROM THE 4 Archas®0.45'MN,O.C.I U-00.1,10.125'Alum.(Fig.7k WA WA WA WA WA WA WA WA WA WA WA WA WA NIA 1430169 ANCHOR CAPACITY TABLE. 2 Amhm@ 225'Mh.O.CJ Falp ffq.B7 3501.6 350 to 290160 705166 476lbs NIA 280166 WA 315M WA 440166 WA 341 lbs 442166 560lbs PROi311CT RRVISGD 4 Anchm Q 1.15'MN.O.C./F171 F' 9 460lbs 700 b, WA WA WA WA 380(bs N!A NfA WA N!A WA 682 @1 BBS lbs 1120 IOa ne complyi.is with dw Flwd• P('p L 13uildin9 Cede NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. 1.062' --j 1.000' AcecrAwcc NO EKE pir u n pole /L021 TABLE NOTES: By FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE B: FIGURE 9: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION M(am'Dodo Product COo1 ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. I L 11 1 I f 1 • • • • • • • • • • • • \ �(LYNN lil�1i J71�i 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE 0 .••' ., C • • • • • • • • • • 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' plu.50.70•' - SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. FIGURE 6: FIGURE 6: FIGURE 7: l- 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND ggqppp • • • • GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM"0.WOOD SHALL BE I 'f.1J ('(LOT'' ••-.r� • • • • P 63-75 AND BE MI YELLOW SOUTHERN PINE WITH AN SG OF 0A ALUMINUM SHALL BE .- _ - -7 -^ rtoRLO.. •'•r'7,>; � 6063-75 AND BE A MINIMUM OF.125"THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045' ,376" •376" �i,C-•''•••••••'•� • • LVA, THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125'THICK AND A36.ALL ANCHORS r2j 3(()(.,f P\- ANGLE �,L `�, ANGLE CLIP(F:GURES 5&6)MUST BE USED IN PAIRS. INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.1110&1712 1'X 4"X.375' I 1"X 4'X.375' I q,L'%4 :MILLE'F�,P.E. ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. "T'-MULLION MULLION FL P.i 58705 TABLE 8A oR1� Mullion Capacity Table IbsMe Opening Ndth(for verUcallysparang m0lons)c r Op ening Height(for hol(zoldely-speming mUfions) g WWW x c! so In 60 In 701n 601n 901n too In 1201n IIO In ISO In aj S 1.26"X Rectenguler 7rapfm.ng. Re[t°npuler Tr6pl7tlang• Rectangular 7,o ang. R.N.Iteler Traplydeng. Rectenguler 7ropRdarlg• Reclenp4er 7replTdeng. Reclangula YrepRdang. Recfanglder TrapRtlang. Redenguler TreplTdeng. a 'T 3.188"X L.adng Loaan9 L.oding Le.ding L0 no Loading Loedng L..Ang Loadln0 Loading Loafing Loafing Lw l,.g Loedng Loading Load g l.oeano L°oMno ^YLet u 266' .Tub'.Mum � � 5^ s rO Tube Mull N a}" XdpG y} mwa � n¢$ d Zeaa F- 8 day p 421n 170,0 620 170.0 435 170.0 744 170.0 478 170.0 JIM 170.0 506 170.0 992 170.0 619 170.0 1118 170.0 521 170,0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 151.0 1769 170.0 521 J LU 481n 170.0 700 170.0 524 170.0 950 170.0 584 170,0 992 170.0 630 170.0 1133 170.0 681 170.0 1275 170.0 671 170.0 1117 170.0 660 154.6 1518 1780 680 13X7 1548 170.0 680 116.1 1548 170.0 eso j 2 LU CDn U) 50.625 In 170.0 747 170.0 663 170.0 896 170.0 631 170.0 1018 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 107.0 1468 170.0 7158 139.2 1466 170.0 756 119.3 1468 170.0 756 104.4 Me 170.0 756 -"1 0 641. 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1275 170,0 813 IVA 1376 170.0 831 148.9 1378 170.0 856 122.3 1376 170.0 661 104.6 1378 170.0 861 91.7 1376 170.0 861 p3 � CS O M Zo 601n 170.0 885 170.0 701 170.0 1093 170.0 797 158.8 1158 170.0 878 139.0 1150 167.4 930 123.6 1158 156.6 919 111.2 11116 150.0 912 92.7 1155 144.8 905 79.4 1158 144.8 905 69.5 1158 144.8 00.5 (_-. lU J 831n 170.0 930 170.0 745 160.1 1051 170.0 950 137.2 1051 155.9 682 120,1 1051 1470 848 106.7 1051 132.3 537 98.1 1051 125.7 830 80.1 1051 119.5 022 68.6 1051 119.1 02I 60.0 1051 119.1 021 4-, 661n 187.1 957 170.0 789 139.3 957 151.6 005 110.4 957 134.0 780 104.4 057 121.6 777 02.8 957 112.8 787 83.6 957 106.6 759 69.6 957 100.0 750 59.7 957 98.0 748 52.2 951 88.9 740 Fen 721n 125.7 801 135.2 698 107.3 604 116.2 ON OLD 804 101.3 671 80.4 804 91.4 660 71.5 804 84.1 650 64.4 801 70.6 847 53.fi B0/ 72.3 837 56.0 004 69.9 629 40.2 804 69.8 628 761n 109.4 722 114.4 630 91.2 722 91.2 818 76.2 722 05.3 608 60.4 722 76.7 696 60.8 722 70.3 688 64.7 722 65.5 660 45,9 722 59.6 570 39.1 722 56.7 685 34.2 722 58.2 564 Q S 781n 101.2 685 105.6 600 64A 685 89.6 586 72.3 685 78.5 577 63.3 665 70,6 668 66,2 685 84.5 660 50.6 685 60.1 553 42.2 605 54.3 543 38.2 685 51.4 537 31.8 685 50.7 838 f-- N O1 O 0010 85.9 515 66.0 457 54.8 515 67.5 119 47.1 515 60.1 441 11.2 615 44.7 431 30.8 515 10.6 126 33.0 515 37,4 422 27.5 515 33.1 413 27.6 516 30.6 407 20.6 516 2B.I 404 Q X z 961n 54.3 453 55.8 404 45.3 453 47.1 397 38.5 453 41.0 391 33.9 453 38.4 385 30.2 453 33.0 379 27.2 453 30.4 374 22.6 453 28.8 366 19.4 453 24.3 360 17.0 453 2X9 356cn 1081. 38,1 350 39.0 323 31.8 355 32.8 318 27.2 358 20.4 313 23.8 356 261 308 21.2 355 22.7 304 19.1 356 20.6 300 15.8 355 10.0 293 W 47 III b 35.1 338 36.8 306 29.3 335 30.1 301 25.1 338 26.1 207 Z2.0 3114 23.2 293 19.5 335 20.9 289 17.6 338 10.1 265 Of X 12D In 27.8 290 2a3 264 23.2 290 27.8 260 199 290 20.8 256 17.4 290 16.2 253 15.4 290 16.4 249 U N Q 144 M 16.1 201 18.3 186 d F- z.. TABLE 8B g. m0-�O ANCHOR CAPACITY ADJUSTMENT FORMULA: - �w AnchorCa ecl Table Jibs) ANCHOR CAP.,,•,•,,, o H o' er Substrtle X78COMIde 368Carc. Hdbn,cmu FUldCMU PTWR- AO Mela (OP,)X( )=ANCHOR CAP.,,, Nib'Elco 114.96 Elco d16'Elco 114•SS Elco Meted 1 02 SI0e1 MULLION CAP., ,,,, AnehorCllp Patterns A,Icna Type. y16'Elco Unrsm 1I4•EXounmcon U6necon y1C EI[o Mracon 1/4•Etc Ullmen ANOGXof UllnCon AW183ala Sc"(G5) 5) set" USE THIS FORMULA TO OBTAIN THE-ANCHOR Edge 01staae n 1' 2.117 1' 2-117 3-118' 1• 2-112' 1' 2-112• 2' 31f8' 2' 0.48' 0.324' CAPACITY REQUIRED"CORRESPONDING TO AN Embe,ftall n 1314- 13.4• 1314• tam 2• 1.114' t-14' 1-14' WIC 1.14' 1-114' z' tars• vaees ACTUAL PRESSURE REQUIREMENT FOR THE 2An[Mrs®4.75'M'n O.C./StargatdaOMel Cu 91): 390105 39D IDS 450 Ills BOOM 1644.0 2701Es 280 bs 354 Ms 7401te. 374105 6Cd red 946 ft flet 560 ne OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Arenas @ 1.15'MIn O.C.f Slendald(a ORsel)COP(R0 27 400 les 70D Me NIA WA NIA NIA 380 to NIA WA NIA WA NA 6821M 112(1 R6 CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Art"Q 3'Min.O.C.I NS Ang"llps l(Fl9.3)' 780 be 780 ns 680 let 1560 Its 18061Ds 640bs NOIbs� NIA 760105 74B lbs am 6s 1892 On 6B2 lot 11x1 be MULLION.IT WILL YIELD A MINIMUM ANCHOR 4Arctlon®0.45'Min O.C.I UCIIp,Inlo.125'Alum. Ig.1' NIA IaA NIA WA NIA IIIA IUA NIA IUA WA IUA WA IOA 1430 P3 CAPACITY WHICH MAY BE USED TO QUALIFY t ArchOrf FLA 9 195 lbs 196 Its 22510s NS bs 822109 iMlbs 140 off 177109 3701W 187105 332105 473109 VOW 2801[6 ADDITIONAL ANCHOR OPTIONS FROM THE 2AncMn®1.1Y We.O.CJ F-Up g6 240 lbs 350 bs IUA WA NIA N/A 100106 INA WA 'I'A WA WA 371 IDs 560106 ANCHOR CAPACITY TABLE. FRODU7.TREVISED NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. ns camplyieb with the Flodds B.ildintiC.d. FIGURE I: FIGURE 2: Aem . pl.tN 16„0//9.03 TABLE NOTES: F' Rxptfallat Dale /lOZI • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION Mis,ni do Product Cal ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 1171 I I 1 I II 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. \���O`Y(1.YN1\' FIGURE 3: ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3'188" ':`�-• 5)c,r:Ns` •�F� • • • • CLIP MUST SHEETS 21.23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONSNo.50705 _ r BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 265" I IN PAIRS. - �Q, �- p 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND - G' FIGURE 4: FIGURE 5: FIGURE 6: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 0-90.WOOD SHALL }� D �� I'! BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE • 6063-TS AND BEA MINIMUM OF.125"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND 1,25'X 3.160'X.265'MULLION ��.�•'t, •f CGR10N:••••�(� ULO .045'THICK(18GAUGE).STRUCTURAL STEEL TO BE AT LEAST•125"THICK AND A36.ALL """' •(1.114'VF MULLION) r�''I?/ 55� ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. / rJ1 j I UR1F)-• 15 #10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. A.LYNN 1H11LL�R,P.E. FL P.E.#58705 TABLE 9A � W N n Mullion Capacity Table(Ibe111) f-x6S.j FF Opening Width(forverlicely-spanning mullions)or Opening Height(ferhodzontaRy-eparring millions) 50N 601n 701n 60 In 00 Intoo In 120b 1401. ISO In �(ffi' LLO Raclengukr Trep/TAang Rxlengular TapJTAena. Roeten9udr T2pTlkrp. -1arVWr Lap7TA4ng Realenylu 7mpT.ng. Reolengukr TrepRMn0. Reclerqufer Trap7A4n9. Reclerquler trapTrwng RoUarpdar TnpTAerq. tl F 1.26 X 3.26 Loading Loadng Loading Loading Loading Lancing Lo ding Loadrq Loadiq L.4dng Loading Loadrq Loading Loading Loading trading L.dng L.Mg �Zr�� U X,100 yap yq Alum.Tube y@g B � �' to N Mullion &� B z � m 421n 170.0 020 170.0 435 110.0 744 170,0 478 IN Me 170.0 509 170.0 082 170.0 619 170.0 1116 170.0 521 163.3 1118 170.0 521 127.7 Me 110,0 621 108.5 1118 170.0 521 95.8 1116 110.0 621 46 In 170.0 708 170.0 524 Uj 170.0 B50 170.0 564 161.6 878 170.0 630 146.7 978 170.0 861 130.4 978 170.0 077 117.3 978 170.0 SW 07.8 978 170.0 We B3.8 978 170.0 See 73.3 078 110.0 680 J W 50.025 in 170.0 747 110.0 603 170.0 888 170.0 631 150.7 827 170,0 684 131,9 927 168.5 708 117.2.027 159.1 999 105.5 927 156.3 696 67.9 927 168.3 695 75.4 927 156.3 695 65.9 927 159.3 695 � g (n 54 in 170.01%87 170.0 612 154.5 899 170.0 691 1326 969 163.9 883 115.9 669 141.8 869 103.0 869 134.0 660 91.7 869 128.8 951 77.7 868 128.6 652 88.2 (In 128.8 652 57.9 689 128.6 652 LU o 0 601n 143.2 153.6 634 119.4 746 132.3 620 102.3 746 117.6 608 69.5 748 107.6 599 79.0 748 501.0 692 71.8 745 06.6 587 59.7 746 93.3 503 51.2 746 e].3 581 1{.8 746 93,3 5eJ CO U M 63 In 123.7 132.0 579 103.1 611 113.2 560 69.4 877 10DA 555 71.3 677 91.4 619 683 877 85.2 639 61,8 977 61.0 534 51.8 677 77.0 629 11.2 677 76.7 529 38.7 877 79.7 529 -U c 061n 107.9 114.1 530 88.7 617 97.6 519 76.9 617 66.3 509 97.3 617 78.3 500 59.8 617 72.6 494 53.6 617 68.1 489 14.8 617 6/.4 493 38.4 617 63.7 482 33.6 617 63.7 452 d 999 72N 61.8 67.1 450 89.1 518 742 410 58.2 518 95.2 432 51.8 616 69.8 425 18.1 518 61.2 119 11.4 610 50,7 411 715 316 48.6 /08 739 516 45.0 406 26.8 616 45.0 405 Z a 2� 701. 70.5 73.7 408 58.7 465 62.5 308 50.3 485 51,0 390 44.1 465 49.4 301 39.2 495 45.3 379 35.2 465 42.2 374 29.4 485 38.3 367 25,2 485 36.5 361 22.0 465 38.2 363 _j 761. 65.2 66.0 397 54.3 441 67.7 370 46.6 441 50.8 372 40.6 441 45.4 366 36.2 441 41.6 360 32.6 441 383 358 27.2 441 34.8 346 23.3 411 33.1 346 20.4 441 32.7 345 J 901n 42.4 43.8 295 35.4 332 31.0 289 30.3 332 32.3 201 26.5 332 28.8 200 73.8 332 2b.i 276 21.2 332 21.1 272 17.7 132 21.3 268 15.2 332 18.6 262 17.3 732 18.7 260 Q r Q 0I p 9G in 35.0 35.0 260 29.1 291 30.3 258 25.0 291 26.4 252 21.8 281 23.5 245 19.4 291 21.3 211 17.5 2B1 19.5 241 11.6 29t 17.1 236 12.5 2B1 15,6 272 Z N _ 108 b 21.8 25.1 208 20.5 230 21.1 205 17.5 230 18.3 201 15A 230 18.2 12 FQ-• X Z U7 NCP 1111. 22.8 23.1 197 I&B 218 19.1 104 16.2 216 16.8 191 14.1 210 14.9 188 C) N 1201. 17.9 18.2 170 14.11 181 15.3 iB7 W a , Zm0�O TABLE 98 ANCHOR CAPACITY ADJUSTMENT FORMULA: AncharCap Ity Table Iba) ANCHOR CAP.,,,,,,,,,, Su041re1e: 2.AConwie 3,5kConn. H01bwCMU Filed CMU PT Wood Metal (DP,)X( )=ANCHORCAP.,,e Archil 5110•Elco 114.99 V5116' o 111.99 Elcg 010 Slee/ Nf25te81M1291etlMULLIONCAPAnchor Cllp Pflttarn8 rya: 3116'Elw U9mcon 1/4•Eko UlOoo.n U9recon 3/1B'Elco UBrecan 1r4'Etc.UnmconAggreGApQeOetar Scrav(GS)Screw(OS) 9cmw(GS) USE THIS FORMULA TO OBTAIN THE•ANCHOR Edge oislence(n) I• 2-lIr 1' 2.11r 3-118' V 2-112' 1' 2-1rr 2• r 0.46• 0.54• 8.324• CAPACITY REQUIRED-CORRESPONDING TO AN Embedmem M I-w• 1a4• 1-114• 1-314• 2• 1.111• 1-114• 1.114• 1.111• 1-111 z• lye• lave• nark, ACTUAL PRESSURE REQUIREMENT FOR THE 2AB.b-@4.75'WO.C./Slandwda Ofael.11,11.1L 390 Igo 3801. 450@] 890 I. 10441ba 2701. 28D 1. 3541. 7401. 3741 946 I. 3411. 442lbs 660 baOPENING,WHEN IT IS LOWERTHAN THE MULLION 4 Anchm @ 1.15'MIn.O.C.I Standard(a Olhel)Clip(Fig.2k 480 N 700 Na WA WA NIA NTA 3801. WA NIA NIA WA 6821. 8957. 11201. CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Anch..Q 3'MIn.O.C.1(2)2c5 Angle Cl I(Fq.J} leo 7. lea1. B.". 15801. 1896WA 7601. 7481 16921. G82IDe 8851b] 11201. MULLIONATWILL YIELDA MI3 Archon W 0.51'MIn.o,C.f Udb.Into.100•Alum.(Fq,q} WA WA Wp WA NIA WA WA WA NIA WA NIA WA WA 950 Na CAPACITY WHICH MAY BE USED TO QUALIFY 1 Aneha 1 F131p(Fig.5) 195 I. 1951. 2251. 145I. B22I. 1351. 1101. 177 I. 370 I. 1671 4731. I 1701. 221 I. 2801. ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anchors C lAV Min.O.C.I F431p(FIg.6). 2401. 3591ba WA WA NIA WA 1901. WA NIA WA WA WA 341 R» 4421bs 560 ms ANCHOR CAPACITY TABLE. PRC7JUCT REV ISBD v Complying with Ut.Florlda 11u1 1 du1g COdn 17b1b.0� FIGURE I: FIGURE2: TABLE NOTES: 1.250"-- /secepHxpim,i*n Nom 2�Z( on Date • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION _ 13Y de Product LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. III' 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: `()i\•,.........<<Ci3�i ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.250' •.� ,. \1GF.N St- v CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS ` '•,it BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. r NO.5fl705 _ IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND FIGURE 4: FIGURE 5: FIGURE 6: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL 1. BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN Sr.OF 0.55.ALUMINUM SHALL BE -L %')� '. y'A E O 6063-T5 AND BE A MINIMUM OF.100•THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND I �;U,�� /;I ) •�•;:' O Le LE40 .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125-THICK AND A36.ALL ....• \ 1.25'MULLI X.100' ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. iI.r 2/Ur1 1110 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. MULLION A.LYNN MILLt:f},P.E. FL P-E.#58705 TABLE 10A aH RR�R Mullion Capacity Table(IbvMe) �r3A Opening Width(for vedic911yspanNng mlNons)or Opening Height(for hodzorta*SpanNlg mUllors) x4u solo 60 In 70 in 80n Son login 110 In i4om login p Reclmgulai TreprTfbrg. Reclengular TnpRdang. R4Hanpular Tnep1rdang. Raclangulu Troprrd.9 Rectangular Traprrd.g. R4ctangutar Traplydan Roctangular Tre 126%326 Loedmg Loadin Loadin Loads Leodi loadin loads Loadin Loa g' 0716070. R4genpula7 Traprlrian9. Rectangular TrepTriarq. p w %.624 8 8 9 ng 8 9 p ding Loadng Loading loading Loading Loading loedng loading Leading Lcedng FY U Alum-Tube .Z & .E._ 'E.. .F E.. .� .�': .;u• .E-. .4 .�' 'S,. a E., .5.• .H 'E 'E.. � E.. E E., .?' .F^ .F B .�' .�'.. .E .E,. •E i_ Mullion E S a eSo '"d S 3� S S S' S o >S g N LL u� 2! u s u` ' u u� u u� u u sa u Sa a u i as �e u u� u m .� z 'a e •a S a 3 sa � 'ag'� a g.s § �e g€ s� dv e g� e � "'� � "'� s� _� �'a g� 6� �' P s s a � a �� € � � � a .�•� s'z• s' a s� 8& �� f2 �rc i� �a s� f2 f� �0 z�g �a B � se �a ie �� �e drc �e fa fa 8� i€ Ed s'e �rc � �a 2€ 8. i- �& Z 421n 110.0 620 170.0 135 170.0 764 170.0 116 170.0 868 170.0 50fi 170.0 992 170.0 519 170.0 Itt6 170.0 621 Ii0.0 11.40 170.0 521 170.0 1188 170.0 521 170.0 1135 170.0 521 170.0 1983 170,0 521 W 401n 170.0 70B 170.0 524 170.0 B50 170.0 584 170.01 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 577 INA 1411 170,0 680 170.0 1700 110.0 680 169.7 1979 170.0 680 1/0.5 1979 170.0 olio J = SO.625 In 170.0 747 170.0 663 110.0 896 1700 631 11D.0 1 1046 170.0 684 170.0 1195 170.0 723 1700 1346 1700 747 170.0 UN 170.0 766 17D.0 1797 170.0 756 1525 1877 170.0 766 133.5 1671 170.0 766 o 0 64 In 170.0 791 170.0 612 170.0 956 170.D 691 170.0 1116 170.0 754 liD.0 1276 170.0 007 170.0 t434 170.0 037 170.0 1594 170A 856 156.4 1759 170.0 861 134.1 1759 170.0 661 117.3 1759 170.0 061 W ca C3 o O 601n 170.0 065 170.0 701 170.0 1067 1)0.0 791 170.0 1Ng 170.0 878 170.0 1117 170.0 464 161.1 1511 IT0.0 996 115.0 1511 170.0 1077 120.8 1511 110.0 1061 10].6 1511 170.0 106] 90.6 1511 170.0 106] 000 J 631n 170.0 930 170.0 746 170.0 1116 17D.0 850 110.0 1302 170.0 940 166.6 1310 17D.0 1016 139.2 1770 170 D 1D76 125.7 1370 164.0 1082 INA 1370 155.9 1072 B9.5 1370 155.3 1010 19.3 1370 155.3 1070 � LU � 661n 170.0 974 170.0 189 170.0 1169 170.0 903 155.6 1218 170.0 1002 136.2 1246 155.6 1013 121.1 1248 147.1 1000 108.9 INS 139.0 See 90.9 1248 130.4 978 77A 1248 179.0 975 60 1 1249 129.0 975 Z (f)z m 721. 167.0 1049 170.0 018 179.9 ID49 150.2 892 119.9 1019 1721 075 106.9 1619 119.1 650 93.2 1019 109.7 848 03.9 1019 102.7 838 69,9 10/9 94.3 025 69.9 1049 91.2 820 52.4 1049 91.1 820 J F o 76 in 112.7r378 169.1 821 118.4 951 1260 805 101.9 941 111.2 791 89.2 9J1 100,0 777 79.3 911 91.7 166 TI.J 911 65.5 767 7;9.6 941 71.6 746 51.0 941 76.0 777 64.6 951 77.3 736 a �Z E 791. 132.0 137.6 783 1%D 894 115.9 767 94.1 094 102.4 753 02.6 694 91.9 740 73.3 894 01.1 730 66.0 991 76.7 721 65.0 894 70.7 707 47.1 894 67.0 7D1 61.7 894 66.1 695 Q -aV 90 in 85.9 00.1 596 71.5 671 119 585 61.4 671 653 575 517 671 511.2 556 47.7 671 529 04 550 67.0 671 48.0 551 75.8 671 17.1 b]9 30.7 671 79.7 571 26.9 671 ]7.9 526 F' Q 0) p Z N r 961n 70.0 T2B 521 59.0 690 1,. 518 G.6 590 S3A 619 11,3 690 47.6 602 39.7 590 43.0 491 ]5.4 590 39.6 468 29.6 590 34.7 477 25.3 590 31.6 469 121 690 29.8 461 �(mZ Op � IDB(n 19.7 50.8 621 41.4 166 62.8 411 36,5 466 77.1 /OB 31.1 406 32.9 402 TT.6 466 29.7 396 24.9 466 27.1 391 20.7 466 23.5 362 17.8 466 21.2 375 15.5 166 19.6 310 413 ry Ill In 45.8 46.7 400 382 441 39.3 397 32.7 441 31.1 7Bi 28.6 411 ]0.2 782 25.6 111 27.2 776 27.9 111 16.9 372 19.1 141 11.6 767 16.4 M1 19.7 356 14.3 u1 1T.B 751 W cM 120 in 36.3 36.9 344 30.2 376 31.0 339 25.9 718 26.8 371 22.7 778 27.7 729 20.1 778 21.3 32S 10.1 370 19.5 321 15.1 319 16.7 311 w x U) U) tld In 21.0 262 21.2 212 17.5 262 11.8 279 15.0 262 75.7 276 V N Q > zmU) O TABLE 10B j0 Anchor Cepeclly Table(166) ANCHOR CAPACITY ADJUSTMENT FORMULA: - Mgr mom. ANCHOR CAP.,•,„,,,,, o JI �'� Substrate 1.7k Lbrcrt4e 3,6kConc, Hdlow CMU R3ed CMU PT Wood mdal (OF„)X( )=ANCHOR CAP._ NIC Elco U4'S9 Eko WS'Elco V4'SS Elco 010 Sled 012 Steel 012 Steel MULLION CAP.,,,,,,,,„, AnchorClip Pdlam9 Ancnar type N1E Elco Ullraon Ila'Eko Unracon un. 317G Elco upness tl4•Eko Upracgn gy ( > (051 USE THIS FORMULA T008TAIN THE'ANCHOR p AgycGalor Unracm A n40ala Sgrew G6 Scren(G51 ScreN EOge Astarte Qn) 1' 2.112' 1• 2-112' 3-110' 1' 2-117 1• 2-112 T 3110 7 0.43• 0.54- 0.324' CAPACITY REQUIRED"CORRESPONDING TO AN EmOednenl n W14' 144• 1314• 18'4• 2• /-114• 1414' 1-114• 1-114' 1-114' 1.114- 7 1-3191 l3'C rates ACTUAL PRESSURE REQUIREMENT FOR THE 2Among®175'Min.O.C./Standard a OBel Cep qlg 0 3Wibs 390 Its 450 IDs B901bs 1661 Ws 210Ws 280 I 354Ws 740les 3741bs 66400 948100 311 lbs 442100 560 Na OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Archers 501.15'MIS O.O/Standard(or Obel)CDp(Flo 2J 4BO lbs 700 IM MIA WA WA TOA 380 W0 NIA WA NIA WA WA 6821bs 685 re6 1120 lbs CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Amhf Q 7 Mn.O.C.f(q 215 Angle Cops I(ng 4 700 We 780100 sea lbs 1560 Me IBM log 54010, 560100 MIA molt. 740 lbs 080 M, IBG21bs 602lbs am we 1120100 MULLION.IT WILL YIELD A MINIMUM ANCHOR 3AMhDM®0.61'Mss.O.C.I UCop,nto.100'Ahm1.(Fg 4J NIA WA NIA WA NIA NIA WA MIA NIA NIA WA WA MIA IVA 960 m CAPACITY WHICH MAY BE USED TO QUALIFY 1 Alkhal"0(Fl 1 SJ Jibe 10510, 225 lbs as lbs 622109 135 HIS 140 Ra 177 ms 3701m 781 lin 332105 413110 770 Ws 221 M 280 as ADDITIONAL ANCHOR OPTIONS FROM THE 2 AnCMn 441.16 Milk O.C.I FCOp g 240lbs 35010, IUA WA NIA NIA 1001m NIA WA NIA WA WA 3111b0 1 442 R9 1 160 R6 ANCHOR CAPACITY TABLE. nR(X)UCI'REVISED us c�mplying,rida Iho Flgliml FIGURE I: FIGURE 2: 0uilding Codc 16 X621$rS Acccptancc No TABLE NOTES: t26O" Ex imlion Date 7Qp`1) 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION DY ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. Mini I3nde Pmducl Coo /711111111 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: •.�F) !• ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE C ;.•' �CI.IJ S(- r SHEETS 21-23.HOLES 70 BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 3 ' • • • CLIP MUST SHOWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. Plo.587(15 BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND �• p. L'L' FIGURE4: FIGURE 5: FIGURE 8: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL4' BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BES' • 6083-T5 AND BEA MINIMUM OF.100"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND �(,�` '•. 2'IORtOI:•.•'•( �� • HLO 92 .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.126'THICK AND A36.ALL �i ",1; •••.. ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1.25'X 3.25"X.624- Het 25"X.624' +'!()j 1110 8 812 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. MULLION A.Clr'NNIIiI)ILLK P.E. FL P.E.#58705 TABLE 11A e27A� Mullion Capacity Table(Ibuffe) Opening Width(for velileetyspanning mtElore)or Opening Haight(tor hodzolteCy6pennilg mullions) 60 in 60 in 70 in BO in 90 in 100 in 1201. 110 in 760 in k 0. Reclm Wer Tr g. Reda lar T,,ITdan Reclenpula Tu I is x1114 . apT do p 9 pRdag. Ra..dagla TrLa ding. R9clangular Tnp/ndong. Rea.dinglar TrLoadiang. Redargukr TrI...Inrg. Rectangular TrLmdinO. Rlcladog TrePrfriang. a n36 x.624 Loading loading Loedinp Loading LaedMg Loading La 1410 Loading Loadaq Laehng Loading Loadnp loadrg loading Loading Loedi'g Loafing landing gY Alum.Tuba ^� .& '6.. .% k-� .C.. .& .�.-. � .F E E.. .F .b� 'E .fi: .€ L• .E b- fi: .w .�'^ -u .E .y^.. a s0 Mullion " a S� ` S e' 3 •E a" o o I: 1 • 0 3" it 04 e� o € e� �� �€ a �€ € e� e€ a e€ >� v u Y ue ug u u v d� u u u u u u' u v uY v � y , � " u u�'a `' u•�a _ .,% Cou �b sF ' dv uF� v g wm �af� � e� a �� � Na � �a � o 421a I- 170.0 620 170.0 435 170.0 711 1700 470 170.0 069 170.0 506 170.0 992 170.0 619 170.0 1116 170.0 621 170.0 1240 170.0 521 1700 1/e9 170.0 521 170.0 1735 170.0 521 170.0 1987 170.0 621 J W dBin 170.0 708 170.0 $24 170.D 650 170 D 584 170.0 992 170.D 638 170.0 1173 170.0 661 170.0 1276 170.0 677 170.0 1417 170.0 680 Vol 1700 170.0 690 170.0 1983 170.0 680 170.0 2267 170.0 680 J � 50.6254n 170.0 747 170.0 567 170.0 696 1700 631 170.0 1046 970.0 684 170.0 1195 1700 777 170.0 1345 1700 747 570.0 1494 170.D 756 170.0 1793 Woo TS6 170.0 2092 170.0 756 170.0 2791 170.0 756 � fx, � _7 o O 54 In 170.0 797 170.D 612 170.0 956 170.0 691 170.0 Hifi 17o0 754 IND 1276 170.0 003 170.0 1434 170.0 837 170.0 1594 170.0 056 170.0 191] 170.0 061 170.0 7271 1700 061 160.2 2407 170.0 861 m O I- 601n 110.0 885 ITDA 701 170.0 1063 170.0 797 170.0 1240 170A 978 1T0.0 1417 170.0 944 170,0 1594 170.0 996 170.8 1771 170.0 1033 170.0 2125 170.0 1063 1483 2167 170.0 1063 129.0 2163 170.0 1067 V (0 J 63 In 1T0.0 970 170.0 745 1700 1116 170.0 050 170.0 1702 17x0 940 170.0 1488 170.0 1015 17DA 1673 170.0 1076 170.0 1659 17DA 1122 156.9 2060 170.0 1169 134.6 2060 1700 1111 117.7 2060 170.0 1171 W Is D. 661n 1700 911 110.0 789 170.9 1169 110.0 903 170.0 1364 170.0 ID02 170,0 1558 170.0 1086 170.0 1763 170.0 1155 170.0 1918 170.0 1210 143.0 1966 110.0 1275 1226 1866 170.0 12% 107.2 1968 170.0 1786 z In , m j 721n 170.0 1063 170.0 870 170.0 1275 170.0 1009 170.0 1180 170.0 1126 170.0 1700 170.0 1220 IS4.1 1734 170.0 1315 138,7 1734[44.9 1306 115.6 1734 155.9 1)61 99.1 1734 iSOA 1352 86.7 1734 150.2 1352 -5 _J .E� 76 in 170.0 1122 170.0 937 770.0 1346 170.0 1080 168.5 1556 170.0 1209 117.6 16% 165.2 1265 171.1 1556 1515 126A 117.9 1555 1251 983 1556 126.3 1279 Bd.2 1556 122.7 1219 73.7 1556 121.2 1216 J @ C`1z 78 in 170.0 1151 170.0 %1 110.0 1781 170.0 1116 155.9 1177 169.3 1265 IMA 1177 152.0 12'11 121.2 1477 139.1 1206 109.1 1171 1191 90.9 1177 116.9 1169 77.9 ilii 110.8 1158 68.2 1171 109.3 1151 Q V o V r r 90 In 142.0 11%0 146.5 986 1184 5110 123.9 966 INS 1110 107.9 951 65.8 1110 96.7 936 10.9 1110 67.5 921 71.0 1110 910 69.2 1110 T1.3 891 50.7 Me 65.6 876 44.4 1110 62.7 870 Z � Q N p %in 117.0 975 1203 672 97.5 9T5 101.5 056 83.6 915 08.3 042 772 916 78.6 829 65.0 976 71.2 017 58.5 975 907 460 975 67.4 769 41.8 975 52] 716 36.6 9T5 49,3 767 F x VZ d0 O UO 108 in 82.2 111 04.D 696 605 171 70.} 665 58.7 775 61.3 674 51A 771 54.3 664 45.7 771 49.0 6S5 41.1 771 647 34.3 771 35.9 6]2 29.1 771 35.0 621 25.7 771 72A 612 rn M 01111(n 75.7 770 77.3 661 67.1 770 65.0 650 64.1 730 56.3 610 47.3 730 49.9 631 42.1 730 45.0 622 37.9 730 614 M.S 730 35.6 600 27.0 730 31.9 589 23.7 730 29.6 SDI W co 1201n 59.9 621 61.0 569 49.9 626 51.2 560 42.8 624 44.3 552 77,5 624 39.2 541 33.3 621 75.3 677 30.0 624 37.2 571 25.0 624 27.7 SI9 21.4 674 24.6 509 10.7 626 22.5 SOt X lid in 34.7 433 35.1 400 29.9 473 29A 395 24.6 733 25.1 390 21.7 173 22.6 JBS 19.] 137 20.0 761 17.7 637 It1 376 V N Q O O CL Z rn to TABLE 1Bm0sO Anchor Capselty Table(lbe) ANCHOR CAPACITY ADJUSTMENT FORMULA: ANCHOR CAP.,.,,,,,, ❑" 3um121e 2,7k Lure rete 36k Conc. HtlkrN CAIU FBIeOCMU PT Wood Me181 PP-)X( )=ANCHOR CAP.u, 916'Elco 1/4'SS Eko 916'Eko 114'S5 Elco N1D 6ted M12 SlDel N12 Steel MULLION CAP.,,,,,,,.., AnehorCllp Patterns /'nc T 911G E1cou0rxm v4•Ticourtracon UnrMrm yes Elco l3nrecm v4•EkoUnr4con AggrccaloI Uerecm AggieGulm Strcw(W)Screw(G5) S4rew(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR E Dlslafce n I. 2-U2• t• 2-1/2' 3.110• 1- 2-11t 1• 2-112* z 3.1 Ar z 0.46• 0.54' 0.324- CAPACITY REQUIRED'CORRESPONDING TO AN Embeenml n 114• 1,14' 1074• 114• z t-v4• 1-1/4• 1.1/4- 1.174- 1-1/4• 1-114• z 1.30.- %10• .I, ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anchors @ 4.7Y MIR O.C./S1a1JDm crOMel Up 0g.1) 3DD abs 39D ftamIDS 890100 1644 lbs 270100 200 Its 354 ms 740100 3741bs 664 Ms 946100 30 IDS 442 Ice 560 tm OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Archom Q 1.55•MVs Or-ISIMMIU R O10e1 Up(Fig 2) 4001Ds 700 Rw TRA WA NIA N/A 380 Da WA WA WA IVA WA GRIM 885100 1120100 CAPACITY(FROM THE TABLE)OF THE SELECTED 4AMrors 7141n.O.C.1 216Ar*IaC / D3 780 lbs 780100 680 us 1560 Me IBD61m 540lbs SW Im NIA 76010074B IDS 860100 1892100 682lbs MIte 1120 We MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 A.homs 0 0.541 MIn.O.C./UCtl,ello.lOP Alum 4T WA WA N/A WA NIA 141A WA NIA WA NIA IVA WA NIA WA 1267100 CAPACITY WHICH MAY BE USED TO QUALIFY I AnUnf/FCtp g5x 1051b4 190100 225100 445100 022100 1351bs too lm ITT IDs 310100 107109 332100 473100 Uolbs 221100 280001 ADDITIONAL ANCHOR OPTIONS FROM THE 2Anchors 1.1S'MIn O.0/FCII 9 240 lbs 350 Re NIA IVA NIA N/A 19D Im NIA WA N/A WA WA 341109 442100 660100 ANCHOR CAPACITYTABLE. REVISTID tho as complylna with 4s0 Fl0rir5 FIGURE I: FIGURE 2: t210' lluilding Cde -O'Lt$•TABLE NOTES:1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION Mi Dade Produce ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. `` �`(\31411)FIGURE3: ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS iTBE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. .58705 IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND �FIGURE4: FIGURE 5: FIGURE 6: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL � ' O I /WBE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 7711E 016063-T5 AND BE A MINIMUM OF.100•THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND ' >^,,•. "LUR1j)p•' ':.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A36.ALL .'�i•lS 5•."""'1..•�\ ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. /771,fir..)��nl..1�'�7` #10 ANCHORS INTO WOOD MAY BE STEEL,I8-8 S.S.OR 410 S.S. 1.26'X 3.94"X.824' A.LYNN MILLER,P.E. MULLION FL P.E.#58705 TABLE 12A �§ Mullion Capacity Table Ibalft2 ° x Bu Opening 6310th(for verticalty-spanrllrg millions)or Opening Height(for horizor9elly-sparring millons) yF? 501n 601n 701n 80 In 901n t001n 120 In 1l0In 160 In e'e5r`. RWwpalar IrWrdw4 Raclan9oler Trepmlan0 Reelenpler DapMmg. RKtemgl/ar heprrdang. Reclangula irep/Tdarg. Recie.guler Tmp7Tdang. R[clergdY Ttep/Tdag. Reclanp4ar Traplidelg. Reala,gula he{✓rdanB. 'SN 2 X 4 X.26 Loading loading Loading Loading Loading Loadrg Lo.dng loading Loading Ludl,g LoadnB Loading Loading Loading. Loadn9 Loading Loading LoadingI'l 4: K Atum.Tubo z^ a� s s s s ,. €,. ,. a.. .s .�' F s s F �� Mullion g} $� yg}� H - 6O^ � �^ °� � b. sit 11 f. fi� 5 a ¢• €� �� g s¢ a.t � m -t ii 421n 170.0 820 170.0 435 170.0 744 170.0 478 170.0 668 170.0 606 170,0 992 170.0 510 170.0 1116 570,0 521 170.0 1 1240 170.0 521 170.0 1486 170.0 521 170.0 1735 170.0 521 170.0 1983 170.0 521 O W 481n 170.0 700 170.0 524 170.0 656 170.0 584 170.0 D92 170.0 630 170.0 1133 170.0 601 170.0 1275 170.0 677 170.0 5417 170.0 660 170.0 1700 170.0 660 1740 1983 170.0 680 170.0 2267 170.0 680 J W_ 60,625 In 170.0 747 170.0 583 170,0 098 1140 631 1740 1010 170,0 084 170.0 1185 170.0 723 170.0 1318 170.0 717 170.0 1484 170.0 758 170.0 178] 170.0 758 170.0 2092 170.0 758 170.0 2391 170.0 758 v N 511. 170.0 797 170.0 812 170.0 958 170.0 BB1 170.0 1118 170,0 761 170.0 1276 170.0 80.1 170.0 1451 170.0 837 170.0 1694 170.0 858 170.0 1913 170.0 081 170.0 2251 170.0 861 170.0 2650 170.0 681 W o 0 DO In 170.0 585 170.0 701 170.0 1003 170.0 797 170.0 1240 170.0 610 170.0 1417 170.0 911 170.0 1584 170,0 906 170,0 1771 170,0 1033 170.0 2125 170.0 1063 170,0 2479 110.0 1063 160.6 2860 170.0 1083 5 N W N 170.0 930 170.0 745 170.0 1110 170.0 650 170.0 1302 170.0 010 170,0 14ee 170.0 7016 570.0 1673 170.0 1070 170.0 1649 170.0 1122 170.0 2231 170.0 1169 166.7 2553 170.0 1171 145.9 2553 170.0 1171 ~ J 661n 170,0 074 170.0 789 170.0 fide 170.0 BW 170.0 1364 170.0 1002 170.0 1858 170.0 1068 170.0 1753 170.0 1165 170.0 1048 170.0 1210 170.0 2338 170.0 1275 151.8 2437 170.0 1280 132.8 2437 170.0 1256 y, c 721. 170.0 1063 170.0 678 170.0 1275 1T0.0 1009 170.0 1488 170.0 1126 170.0 1700 170.0 t228 170.0 1813 170.0 1316 170.0 2125 170.0 1387 45.6 2184 170.0 1188 121.8 2184 170.0 1520 109.2 2184 170.0 1530 Z U N{ 761. 170.0 1122 170.0 077 170.0 1548 170,0 1080 170.0 1670 170.0 1263 170.0 1784 170.0 1572 105.1 1860 170.0 1421 148,8 1980 170.0 1505 127.8 1980 181.8 1648 108,1 1860 161.0 1576 929 1960 162.7 1631 EL 6` Z 781n 170.0 1161 170.0 967 170.0 1361 170,0 1116 170.0 1611 170.0 1260 170.0 1842 170.0 1369 152.7 1861 170.0 1474 137.4 1561 163.1 1600 114.5 1681 117.3 1473 98.2 1861 138.8 1150 e5.9 1681 tS7.6 1454 Q U) �. 901. 1740 1328 170.0 1102 118.1 1386 168.0 1219 127.8 1396 138.0 1188 111.8 1399 121.3 1178 08.4 1396 110.2 1162 89.6 1398 101.8 1117 71.6 1398 69.6 1122 e3.9 1395 02.7 5105 65.9 1388 78.0 1090 z J Q p7 p Be In 147.4 1229 151.5 1095 122.9 1229 127.8 1079 106.3 1229 111.2 1061 92. 1719 95.9 1044 81.9 1229 89.6 1029 73.7 1210 62.4 1018 61.4 1229 72.2 993 52,7 1220 65.9 977 48.1 1229 62.1 961 �,•O 1091. 107.5 971 105.8 877 86.3 971 69.0 682 74.0 974 77.2 B49 643 071 00,1 637 67.5 071 01.8 025 51.8 971 66.6 815 43.1 971 49.0 796 37.0 971 44.0 782 32.1 971 40.0 TTI (n u, 1111. 97.{ 019 97.3 632 78.5 919 81.9 610 se.l 919 70.9 006 69. BI9 62.9 791 5].0 919 Sfi.7 764 47.7 910 51.0 771 39.7 et9 44.6 758 31.1 010 10.2 742 28.8 919 57.1 IJ2 3 W >( 1201. 75.fi 766 76,8 718 629 788 64.6 705 65.9 708 65.8 895 47.2 788 40.4 668 41.9 788 44.1 677 37.7 708 10.6 686 71.6 786 34.9 BSJ 27.0 786 31.0 611 ZS.B 788 26.4 BJt 1441. 43.7 518 02.2 504 J6A See 37.0 408 31.2 646 31.9 491 27.3 Me 28.2 463 24.7 616 26.3 479 21.8 548 22.9 {7/ 16.2 548 19.6 484 16.6 646 17.2 455 13.7 610 16.6 028 (,) N Q O O ABLE 120 ANCHOR CAPACITY ADJUSTMENT FORMULA: .2 z m 0 s;p Anchor Ce acltyTable(lb9 ANCHORCAP.,,�,,.,, _S g 0�� Sub6Va10 2.71100rerole 38X C.X. M000.QAU FBledcrAu Prwoad MNu (DP..)X( )=ANCHOR CAP.,,, 5116'Elco V4•SS E1ae BIG'Elco V4'SS Euro 550 Sleet #12sleel #12 Steel MULLION CAP.,•,,,,,., Anchor ClipPatterns tvtctwr type &t6•Elco urtracon tl4•EXou__lt,acon unmeon 8/56'Eleo unra:mKNIA vttmcon g pGad Sctetr(G5)Sctw(G5) Seree(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR AgpeGaor Uttmcon A E aslarce n r z•uz t• 2-Nz 0110 r 2-vzz-vz z 3118• z 0.4e• Isar 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN Embedment On 1.E4' 15'4' ny4' 18'4• 21 1-W 1-V4' 1-114' 1-114' 1.114" z t-3'e• Iyer vaxs ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anc d 4.75•MIA O.C.I Standard orOMM Ca 16 300 Its 390 Ms 450 DS egg Its !G44 es 2701bs 200 be 7401ts 374 bs 660 ma 94620 341 Ms 4421bs 560 Me OPENING.WHEN IT IS LOW ER THAN THE MULLION 4 Archers 2.66•MIrt 0.C.1 SlalNNor abet Gi 3 74111, 740160 630 Ds 118510. 14111. NIA Seo lib005IM NIA B80be WA 682 Ds 565 ms 112395 CAPACITY(FROM THE TABLE)OF THE SELECTED 6Amher9 171'MIn O.C.I Slaldaroa a5et c6 4' 8852, 0501 750 lbs 1946115 NIA NIA 705 Its7901135 NIA IVA WA 102211, 1327 be t6eo lis MULLION.IT WILL YIELD A MINIMUM ANCHOR 4Archon TMIn.0.C./ 2t5A COSI 780 bs 7 bs 600 bs 15602. 109616, Obs 563 to760 its 748 Ia. 0801m 1992 Is 682 Ds 665105 11201bs CAPACITY WHICH MAY BE USED TO QUALIFY 6Amhom 3'MIn.O.C.r 2S AnpleC I D 1170bs 1170115 1020105 2340 Ib. 2844 bs e s 040Mtta011s 1122 bs 1326 On 2835 Ds 102210, 132710. 16801bs ADDITIONAL ANCHOR OPTIONS FROM THE 3Amnod 1.34'Mln.O.C.IUC Int0.125•Mnm. NIA WA NIA WA NIA NIA LA NLA WA NIA WA WA NIA IUA 073 ANCHOR CAPACITY TABLE. 6Amhod 0.64'Mh.O.C.IU.Cl lnto.l2Y'A)um. .8 NIA WA NIA NIA NIA NIA WA NIA WA MIA WA IVA IVA WA 2146 Am rRODUCTREVISRD 2 ArXlnn 0 268'MIrt O.CJ F4:0 37025 37010s 315 Ds 7431 712100 WA 200105 NIA 3481ts NIA 14010. WA 311 Ds 442Int 560 Y5 m cornplying aviDr Ilio Fl4Xitta4 3ArctDn 1.711 Mtn.O.G/FQ .n0 443 bs 525M 370 Ds 81316. NM NIA 353 lbs NIA 3991ts NIA WA I WA I 511 Di 661 b6 810 Wer 0.0ding Coda `6-0218.0 NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. F.-I once too '- CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. Fxpimti n Uatc 404) FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: Dy • • • • • • • TABLE NOTES: 2.000• Mienr[hde Product Cat • • \1\1 X. .'7 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR �I01,40 Ay�� lig GENERAL INSTALLATION METHODS. tn.• •.�6' �� FIGURE 5: FIGURE 6: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. o • • • • 4.000' '`�)'�•�,' No.507U5 • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES TO BE DRILLED IN .250"- _ THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE _ Ct • • LOCATIONS. y :I7d ff'TL'OF •. J FIGURE 7: FIGURE 6: FIGURE 9: FIGURE IO: ANGLE CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT %(%;1'•,,r•L,Ory10 P;.••;( [ELE (FIGURES 586) (CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.56. 'i`•'S "••• ••''�:�• " MUST BE USED ALUMINUM SHALL BE 6063•T5 AND BE A MINIMUM OF.125"THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 2"X 4"X.25'MULLION : ,\U1N PAIRS. GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW A.11;�V'ULLER,P.E. •. THREADS BEYOND THE MATERIAL.#10 ANCHORS INTO WOOD MAY BE STEEL.18-8 S.S.OR 410 S.S. FL P.E.#58705 TABLE 13A Mullion Capacity Table Ibse ® 10 Oponln9�dlh((or wnicelly-sparxlrlg mllllons)or Opening Height(for hodzorflah�spard g mullions) �r 501n 601n 701n BO in 901. 1001. 1201n 1401n 1001. 1111 O Rectangular lYeplTdanp. Reclenguler TrapRdenB. Rectangular TroplTdarg. Raclan0ulor TrepRdeng. Reclenwl« TrepRden9. Rectangular TrepTderg. Rectangular Trep/Tdenp. Rectangular Trep/TMng• Rectangular TrepRdene- 2x 0X,26 Loadug Load Do Ming Learing Loedap Loafing Loering Loading Loading Loadng Learing Loading Loading Laaring Lowing Lm&n0 Loadrg Laadng o o. Alum.Tubs t 2^ L• el ;A t- D 2> 2• L 2; t p D to Mullion A w "' o A � '� n u .-- �a.. a a.. a s� o �� � �� � � � �B � a� zr�m I�' s� �a s� �& z�, $rc s 421n 170.0 620 170.0 435 170.0 744 170.0 476 170.0 868 170.0 we 170.0 882 170.0 519 170.0 1110 170.0 621 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 170.0 1987 170.0 621 0 W J W 49 In 170.0 708 170.0 524 170.0 850 170.0 584 170.0 OB2 170.0 630 170.0 1133 170.0 051 170.0 1275 170.0 677 170.0 1417 170.0 60o 170.0 1700 170.0 680 170.0 1883 170.0 680 170.0 x287 170.0 BBO J = 50.8251. 170.0 747 170.0 583 170.0 BB8 170.0 871 170.0 1048 170.0 664 170.0 1185 170-0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 170.0 1793 170.0 758 170.0 2092 170.0 758 110.0 2391 170.0 756 �fie, 1n 541n 170.0 707 170.0 612 170.0 958 170.0 6Bf 170.0 1118 170.0 754 170.0 1275 170.0 8D3 123 1434 170.0 637 170.0 1594 170.0 856 17ol) 1013 170.0 801 170.0 2231 170.0 861 170.0 2550 170,0 Bal � CO O F 60 In 170.0 865 170.0 701 170.0 1083 170.0 797 170.0 1240 170.0 876 170.0 1417 170.0 044 0 1594 170.0 BBB 170.0 1771 170.0 1037 170.0 2125 170.0 10W 170.0 2479 170.0 1063 170.0 2833 170.0 1007 Z) (Mp J 031n 170.0 930 170.0 745 170.0 1118 170.0 550 170.0 1302 170.0 040 170.0 1465 170.0 10150 1673 170.0 1076 170.0 1859 170.0 1122 170.0 2231 170.0 1160 170.0 2603 170.0 1171 170.0 2975 170.0 1171 66 In 170.0 974 170.0 769 170.0 1189 170.0 903 170.0 1364 170.0 1002 170.0 IBM 170.0 10660 1753 170.0 1155 170.0 1848 170.0 1210 170.0 2339 170.0 1275 170.0 2727 170.0 1286 170.0 3117 170.0 1266 Z iq m 72 In 170.0 1063 170.0 876 170.0 1275 170.0 1009 170.0 1488 170.0 1126 170.0 1700 170.0 122a0 1013 170,0 1315 170,0 2125 170.0 1387 170.0 2550 170.0 1488 170.0 2875 170.0 1528 170.0 3400 170.0 1530 2 U; -e W °Z 6y 78 In 170,0 1122 170.0 837 170.0 1318 170.0 1080 170.0 1570 170.0 1209 170.0 179{ 170.0 13220 2018 170.0 1421 170.0 2213 170.0 1505 170.0 2892 170.0 1620 170.0 3140 170.0 1694 170.0 3589 170.0 1705 J f1 g 781n 170.0 1161 170.0 067 170.0 1381 170.0 1118 170.0 loll 170.0 1250 170.0 1642 17D.0 13690 2072 170.0 1474 170.0 2302 170.0 1504 170.0 2763 170.0 1700 170.0 3223 170.0 1777 170.0 3681 170.0 1796 Q J s�-- ~ Q Of O 901. 170.0 1328 170.0 11N 170.0 1594 170.0 1326 170.0 1859 170.0 1488 170.0 2125 170.0 18530 2791 170.0 1783 170.0 21158 170.0 1818 170.0 3188 170.0 2125 158.0 341] 170.0 2271 136.5 3117 170.0 2361 Z' 981. 170.0 1117 170.0 1232 170.0 1100 170.0 113{ 170.0 1801 170.0 1822 170.0. 2287 170.0 179{ 0 x550 170.0 1952 170.0 2873 170.0 2095 160.0 3189 170,0 2338 IJ7.1 ]108 1811.0 2470 120.0 J1BB 168.1 2428 f- 3m4Zo11 In 170.0 1SO4 170.0 1408 170.0 1813 170.0 1647 170,0 2231 170.0 1070 170.0 2550 170.0 20788 2761 170.0 2271 148.3 2781 161.8 2337 123.6 2781 140../ 2281 105.9 2781 126.0 2234 02.7 2781 116.0 2100 N rA o' o 111. 170.0 IBM 170.0 1454 170.0 1988 170.0 1700 170.0 2293 170,0 1932 170.0 2821 170.0 21498 2032 1623 2245 138.8 2032 148.4 2218 113.0 2032 126.4 7188 87,6 28]2 115.1 2128 85.4 2632 108.3 2080 w x Y Y 1201. 1771 170.0 15W 170.0 2125 170.0 1859 154A 2252 159.8 1991 135.t 2252 141.4 19M1 2252 127.2 1938 108.1 2252 118.1 1015 00.1 2252 90.8 1872 77.2 2252 889 1838 87.11 2252 81.4 1808 X125.1 1584 128.6 1445 W4.1 1581 108.1 1425 DB.1 1584 81.5 1407 78.2 1504 60.7 1390 1581 72.3 1373 82.8 7584 65.7 1358 521 1564 58.0 1330 N.7 1564 49.2 1305 39.1 15& N.4 120] Q N Z O D_ 1n rn ANCHOR CAPACITY ADJUSTMENT FORMULA: ��mea. AF Anchor CoDac1tv Table libel ANCHOR CAP.,,,,,, , Sub,Imlo: 2.7Y Conerelo 3.51 Caw. H01ow CMU Fned CMU PT Wood Metal (DP")X( )=ANCHOR CAP.,,, 5'18-Eko 1/4.65 Eke 5718'Eko 114'So Me. MIO Steel 02%eN 912 Sled MULLION Anchor Clip Patterns Mclwr Type' 3119 Eke uuruon 1M•Eko Urnmen ulvxan 3116'Eko Dlrmon 114•Eko utvxen Apprecelor Mtrecon A09raGet« screw lG5)screw(cs) Screw(0.51 USE THIS FORMULA TO OBTAIN THE"ANCHOR Edge DO-In: 1• 2-17 1' 242' 3AW 1' 2-12• 1• 2-10.• 2• 3-116' T 0.N' 0.54' 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN Embedment(.)' 1.3/4' 1-314' 1_314' 1-v4' T 1.1/4' 1-114- 1-114' 1-114' 1-1/4' 1.14- T 1-318' 1-316' leder ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anchors 4.75•Min.O.C./Standard«Ofte1G (Fig.182. 190@, 380In 450@0. 890@5 1644@5 270155 200In 354@0. 740In iia ltb 684165 946In 341@a 4121M 560155 OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchom 6.68'M11 O.C./611Mard« el Cllp .3: 780 In 76066 9DO In 1780 In 3232155 540@0. 560 In 700 In 1480155 748 In 12721ba 1692 In 682165 685@e 1120 In CAPACITY(FROM THE TABLE)OF THE SELECTED e An«wrsC./SIaM•Me' .,I CV (Fig.4. 11801ba 1400 In 1010155 2595155 NIA WA 04011. WA 1065159 WA WA WA 13631n 177065 224o Fm MULLION.IT WILL YIELD A MINIMUM ANCHOR 4Anchae @ Whin.O.C./ 20.5 AnglerClips 1F .By. 760155 780 In 680 In 1560165 1898 In 540155 560155 NIA 760@5 748 In BM IM 1892 In 682 In 695165 1120155 CAPACITY WHICH MAY BE USED TO QUALIFY 8Anchare Of III O.C.I ZxSA 1Dip,/F .51: 1550In 1560105 13B0@5 312016, 3782166 1080165 1120155 NIA 1520160. 149665 1760lbs 3781Ib5 1363 In 1770 In 2240@s ADDITIONAL ANCHOR OPTIONS FROM THE 12 Anchors 1.6'Min.o.C./zZsSn 10. / .7r 1660156 21001W 1440[be 3700160. WA WA 13206s WA 1500155 WA WA wn 2015165 2651 @s 3380155 ANCHOR CAPACITY TABLE. PROd7UCl'REVISRD 4 Anchors 1.34-Mr.O.C.1..1 Into.125•AMn.(Fig.07 WA WA WA WA WA WA 1 WA WA WA I WA WA I WA III WA N/A 1430109 m c rnplyiu8 wblh aw FTtwkh B Nwhon 0 0,64'Mr.O.C.I U4Mp,Into,125"Alum.(Flp.B: NIA WA WA WA WA WA WA WA WA WA WA WA WA NIA 2081155 1--2.000•---"1 Buildh4 Cod. 2 Archers 4.86"MIn.O.0/F-CB (Fig,10' 390155 390@s 45065 090lea 1B1BIb5 270155 280159 354 @s 740159 37411ti 676165 94865 341@s 442 In 560155 - Acceprwlx No16"0219.P3 4Anchors 1.71"Min.O.0/F-Cil ,11: 590166 700 Rw 50566 1298165 WA WA 470155 WA 577105 WA WA WA 682155 685169 1120165 .250" B imli Dade �Z,I NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES: BY A4iem a Product FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURES: FIGURE 9:FIGURE 10: FIGURE 11: ) 1 SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON 111 I I I I/l7 • • • • • • • • • LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. �i0.:1,YNN 1•: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ` .��,•'4iC`':NSI_• P • • • • • •• • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS I.Ir3.Ciff705 - 6 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. /J-vQ ANGLE T_,.:.0 (.f 1 I_ e o • • • • • • CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED •') 111111\TL:ISI' L/= (FIGURES CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED '%[�•'•. ,1'/nF1101*,.•' YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 0063-T5 AND BE A MINIMUM OF.125" c'•c. r�N MUST BE 1,1:, • • • • • • • • USED IN THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO , S/())J!•.,1.111 PAIRS. BE AT LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW 2•X 6'X.25' A.LYNIJ'MILLER,P.E. EETHREADS BEYOND THE MATERIAL.910 B tl12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. MULLION FL P.E.11 58705 TABLE 14A Ak r t� Mullion Capacity Table Ibeffe Rp Opening Width(torvetUcaly-spenrlrg mullons)or Opening Height(for hodzontaly-sperchg mullom) Gi' 501n 60 in 701n 00 In 901n 1001. 120 In 1401 1601 IN p Reclargular TraplTdarg. Reclen9Nar Treprlirfarg Ralangular TreprIldare. Raolalgular Tfoprrdarg. RWangula7 Tiop/Td.M. Reclen9ular Tiap'i8arg. Reclang74ar 7rep?dang. Rectangular Trap/Tdang. Reclengular Traprtdare. �j K 1.28"x2.71" Loading Lo-Nlg Loading Loading leading Loarxre Loading Loading Loading LoWrg Loading Loading Loading Loadlre Loading Loading Loading Loading SY V x.126"Alum Tube Mull �� NVf � a apd� a � ddt $� s ap a� f $ apa� � i a Z m (n 421 144.2 526 167.0 428 120.2 528 148.9 419 103.0 526 138.8 414 90.1 526 134.6 411 80.1 526 134.1 411 721 528 134.1 411 80.1 528 134.1 411 51.5 526 134.1 411 45.1 526 134.1 411 til J W 481 96.6 403 1080 333 W.5 403 94.7 325 69.0 403 06.4 320 60.4 403 81.4 317 63.7 403 79.7 316 483 403 76.6 314 40.3 403 76.8 374 34.6 403 78.6 314 30.2 403 78.0 314 J = 60.6261. 823 361 91.0 301 ]1.2 382 79.3 294 60.8 362 71.9 289 51.5 382 67.2 286 457 362 84.6 284 41.2 382 63.6 293 34.3 362 63.5 283 29.4 362 63.6 283 257 362 87.5 Z87 m N 141n 67.8 318 74.1 267 318 64.2 261 46.6 318 57.7 266 424 316 63.5 253 37.7 318 60.8 250 339 318 49.5 249 28.3 318 q9.1 248 24.2 318 49.1 248 21.2 316 49.1 248 W C)o O m rF BO In 49.5 266 63.1 219 268 45.7 214 35.3 258 40.7 210 30.9 256 37.2 207 27.5 258 34.9 204 24.7 26D 33.4 203 20.6 268 32.2 201 17.7 258 32.2 201 15.5 250 322 201 (� (p J 3 831 42.7 234 45.8 200 234 J9.1 195 30.5 234 34.7 192 28.7 231 31.0 te9 z3.7 234 78.4 100 z1A 234 28.0 184 17.8 239 28.8 1&1 15.3 2N 265 183 13.4 234 28.5 103 W661n 37.2 213 39.4 103 213 33.7 179 28.5 213 29.8 179 23.2 213 27.0 173 20.6 213 25.1 770 18.6 213 237 189 15.5 213 222 167 13.3 213 220 160 111.6 213 22.0 188 z rn721n 286 1179 30.1 155 119 25,8 152204 179 715 149 17.9 179 20.3 147 15,11 179 16.7 145)filo 24.3 181 25.4 140 181 21.6 137 17.4 161 19.0 135 15.2 161 17.0 133 J �� -Z 70In 22.5 152 23.5 133 152 19.9 131 16.1 152 17.5 128 Q N ~ Q O) O E B ANCHOR CAPACITY ADJUSTMENT FORMULA: Anchor Ca sclyTablegbs) h _ ANCHORCAP.,,�,., Q r Z Bo 6Uslrata 2.7k Caxrele 3.6t C.M. HOAow CMU FIW CMU PT WOW metal (DR.)X( >=ANCHOR CAP.,,, rn B o MULLION 5116'Eko 1/4'SS Eko 6116'Eko 1/4'66Eko X106166 412S 81291901 (n N Afxndf Ty{xc 3'16'Eko Ul9acal 114-Elio VAfacm 3115'Eko VAmcon 174'Elco Uilracon W AnehorCllp Petlems unr4cm AppeOafrr uur4cm nggreeator Screw(66)scrar(c5) scmw(a5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Y Y Edge cht-onx 1• z-1rr 1• I 2-1rr 3•v6• 1. 2.12' 1• z-i2• 2• 3.1/6 2• 0.46 0.64' 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN � � U) V) EM my 13/4- 13/4' 1.1•d' 13IC 7 7-1/4' 1•V4' t-114' 1-v4' 14/4' 1-v4• T 13x8' 16.6 rates ACTUAL PRESSURE REQUIREMENT FOR THE U N Q 4naro3 311.a.c.r 2ren m / 1' 7801De lee tos 680109 15x7Ibz 1896103 54o ws rso los WA 76o1os 74arbs 880 Me IW210s 6621bs 685 Me 1430 IDS OPENING.WHEN IT IS LOWER THAN THE MULLION Q CAPACITY(FROM THE TABLE)OF THE SELECTED d;3 Z m O s0 MULLION.IT WILL YIELD A MINIMUM ANCHOR u ma CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. (1.266"--' SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. I :•RCL7UCRBV158D T T us coluplyina 7vith the Flixida 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. I Building Codo FIGURE I: Acaplm)cc NO 3 Brpimliun Date �7i� 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 1] HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.116" By FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. Mi. Dodo Product' ANGLE CLIP MUST BE USED IN PAIRS. I 125' 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED L ��� (\;i i IJ CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•90.WOOD SHALL BE PRESSURE-TREATED �� )U��.•••""•��<<F/�� YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125' T �C` �11(•'Er1"P •- THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045`THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 1.26'X 2.11'X.125-MULLION Q' LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MULLION) r No.!;3105 THE MATERIAL.}110&H12 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. - _ , rr•._ 7T A.LYtJNlMILLk� P.E. �® FL P.E.f158705 TABLE 15A aA Mullion Capacity Tablo(Ibse) M Oponln6 Width(for%arddalVsparrirg mifions)orOponing Holght(forinri7vrtafty-spardrg ridions) x� 50m Wm 7o In So In 901n took 1201n 14o In Isom o Reetengular TrepRdanQ. ReclenguleI Tmp'Tdeng. ReclengWar TrepTderg. Reclsngtlar Trep/TdenO. Reclenpdar Tmp/78eng• Retleneder TmplTdeng. Reclengufer Trep'RIanO. Retlar der heplTdeng. Reclen9uler TraplTtleng. C K 3.26"30 Laadng Loafing Losdng Luooleg Loadig Loadng Lowing Loafing Loading lnadn9 Loading Loedbq Lnedng LnednQ Loedng Lowing towing Loafing oY tWj DEG,ALt L• .- ,� '�• D F l D D L _ 8^ $ ato BAY MULL ^ $ m^ k N 71, 1 1 lan 42 in 170.0 620 170.0 435 170.0 744 170.0 478 170.0 BW 170.0 WS 170.0 982 170.0 ITJ 519 170.0 1116 170.0 621 170,0 7210 170.0 521 110.0 1488 170.0 521 170.0 1735 170.0 521 149.+ 1740 170.0 521 J U 481n 170.0 708 170.0 624 170.0 850 170.0 581 170.0 992 170.0 630 170.0 1133 170.0 WI 170.0 1275 170.0 677 170.0 1417 +70.0 680 152.2 1522 170.0 W0 130.5 1522 170.0 6W 114.2 1571 110.0 WO : _ lY b In 50.626 in 170.0 747 770.0 W3 170.0 BW 170.0 031 170.0 1040 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 164.2 1443 170.0 7 6 136.0 1443 170.0 766 117.3 1443 170.01 756 102.6 1443 170.0 7W U C)a Q 64 h 170,0 797 170.0 812 170.0 BW 170.0 891 170.0 1116 170.0 764 170.0 1276 170.0 007 180.1 135] 170.0 B]T 144.3 1353 170.0 8W 720.3 1353 1740 861 103.1 1557 170.0 861 90.2 1753 170.0 661 C0 t0 60 In 170.0 505 170.0 701 17D.0 1063 170.0 797 167.0 1210 170.0 078 146.1 1218 170.0 944 129.9 1218 159.8 938 118,9 1218 162.1 921 87.4 1218 146.1 SO 83.5 1218 148.1 913 73.1 1215 146.1 913 U J 631, 170.0 930 170.0 745 170.0 1116 170.0 850 150.2 1150 165.0 Ala 131.4 1150 163.1) 014 116.8 1150 141.9 098 105.1 1150 134.2 695 67.6 1150 126.7 871 75.1 t160 125.2 570 65.7 1160 126.2 670 U Z /n 68 In 170.0 974 170.0 780 152.4 1048 165.8 501 130.8 INS 146.6 C94 114.3 1048 133.1 850 101.6 1040 123.4 839 91.4 1D43 110.8 630 76.2 1016 109.4 821 85.3 1040 108.2 am 57.1 1048 108.2 818 J g� 'rd'� r 72 In 110.8 980 147.9 781 117.4 800 128.0 748 100.8 080 110.8 734 50,0 060 100,0 722 78.2 800 82.0 712 70,4 080 50.2 70.1 58.7 BBO 70.2 691 50,3 WO 78.6 886 41.0 BBO 78.4 WB J[40 �U J J �o Z TB In 179,7 700 121.1 WO 89.0 790 106.; 876 05,5 700 87.3 503 74.8 790r 852 66,6 790 70.8 843 50,9 700 71.7 835 48.9 790 50.1 824 l2.0 780 82.1 818 37.4 700 1:1.5 617 Q .- •a5 781n 110.8 750 115.5 657 92.1 750 98,1 644 78.1 750 65.9 502 50.2 750 621 81.5 750 70.6 812 55A 750 85.7 BOS 48.2 750 69.4 594 38.8 750 50.2 508 34.8 750 65.5 508 Z Q Q N o BON 72.1 607 71,1 500 00.1 561 62.8 401 51.6 363 64.0 IB3 15.1 367 {7S 10.1 beJ 44.! 4e8 30.1 Sal 40.8 462 50.0 b6J J8.2 452 26.0 W] 37.7 ;45 225 650 31.6 H2 U-.Zc0 zzOBe In 60A 495 81.1 M7 49.5 415 51.5 4J5 42.1 ;95 44.0 427 37.7 495 421 37.0 495 36.1 415 29.7 495 332 409 24.5 405 20.1 400 21.2 485 20.0 394 70.9 195 25.0 390 L1) Ug A01081n 41.7 391 42.6 357 J4.8 391 35.6 348 20.8 391 31.1 342 20.1 391 337 23.2 301 24.9 SJ3 20.9 301 22.8 328 I7A 391 10.7 321 14.8 591 17.8 375Y YIII In 38.4 370 39.2 335 32.0 370 350 330 27.5 370 28.6 325 24.0 370 320 21.4 370 22.6 316 19.2 J70 2a9 312 16.0 370 78.1 305ap12044 30.4 717 30.9 208 26.3 717 28.0 201 21.7 377 22.6 2110 180 317 278 16.9 517 17.9 273 U M Q Q O 144 In 17.6 220 17,6 203 d s Z cn co ILE 150 " � > Anchor Ca eel Table he ANCHOR CAPACITY ADJUSTMENT FORMULA: ANCHOR CAP.,,,,,,,, Gawlrus: 2.78Corcrete 3.5XCaw. Hollm CMU FaadCMU PT3Yood Main! (DP)X( )=ANCHOR CAP.,,, 51'US'Ek. 114-SS Elco 5,16'Elco fl4'SB Eko 510 steel 912 Steel 012 steel MULLION CAP.,.,°,,,,, Anchor Type: 3116'Eko Ulkacon 714'Elco Littleton 516'Elea Ul.. 114•Eko Ullracon Anchor Clip Patterns US' AagreGatar Uftmton A.... strew 105)Somwteel Scaw 105) USE THIS FORMULA TO OBTAINPONDIN TO Edge OLslsnce(Ink 1' 2-1R• I• 2-1R• 3.1/a• i• 2-Iw 1• 2-12• 2• }118• Y 0.48• 0.54- 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN Embedment(In): 1-774• t-Y4' 1•L4• 1.314' 2• 1-114' 1-114• 1.1141 1-114' 1-114' 1 1.114- T t•3/e• 1-3t8• teles ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anchors @ 5•Mn.0.C./ hS Angle Clips/(Fig.1k SBOIbs 3B0lbs 450150 I 890IM 7700163 270 r 280lba 354153 740153 374153 I 7201ba 946 lbs 341 lbs 442 ft 560 lbs OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Awhom 44 3.5'Min.O.C.1(2)20 Angle Clips I(Flo.2), 760 ros 78016a 7801b3 1B70Ibs 2525Ib5 540 lb, SW lb, NIA n2a 1w 7461M eeo fb3 1892 lb. 602 lbs 6851bs 1120 lbs CAPACITY(FROM THE TABLE)OF THE SELECTED 6An0ore 0 2.71"Mia O.C./2 las Anal,C8 7(Fla.31, 1121)IM 11201ba 950 roe 2243Iba 2254 IM IVA 840 1b, NA I1039103 NIA nm roe NA 1022 roe 1327 U. 1 Wo ros MULLION.IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. f•R(SUUCT REVISCD FIGURE 1: as cemplyin8 with Qrc Flotlaa TABLE NOTES: Bull Pira Codc ) �Lla 1)3 Actt tante No 6' • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. •rplratim D.I. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. By Mian Dodo Product FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ,I11 1 l 11 I l y 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. •126• • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. VBAY �FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 50'4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLEDFIGURE3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 090.WOOD SHALL BE PRESSURE-TREATEDYELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063•T5 AND BEA MINIMUM OF.125'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045•THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT30LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND ATLEAST 3 SCREWTHREADS BEYOND MU •�- • • THE MATERIAL.1110 8 H12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. � � �`2. •/'1•GRVO�•' \_Qj ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. ,r �\•` A.L1lIVN MlCI26R,P.E. FL P.E.#58705 ABLE 16A Mullion Capacity Table IbsW 5 Opening Width(for varticeIIIsparcirgmtlions)or Opening Haight(lorhoriz"Fry'sparringmifions) 50(n 6o In 701n 801n g01n 100 in 1201n 1401n 1601, o Reetmaulen TrapRdeng. Rectengdaf Taprrdena. Rectwguler I TrepTdag. Rectanuier TapTdana. Rectanpd« TreplTdeng. R,dergdar Treprrdag. Rectangular Tfsp'Tdmg. Rectenguter TrepTilena. Rectmguld TraplTdmg. a rc 3.26"46 toed Loafing Loeddk nO LoednO Loeg Lowing Lone dLoafiLo ng ading L-.9 Leafing Loedn9 Loedkg LoadnB Loedn9 l.oadn9 Loedna Lowing �Y U DEO.AL ya _ .�' .F n t• _F .. 'Fa m.. z �.. y ,. F z` .. d BAYMULL � ^ ^ a ^ & a a a9 ^ a to Is t3 s be b� 'e ff g$ ae b §� 5 .� s� 5'a e s a '63 k� zvwi sg 0 421n 170.0 620 170.0 435 170.0 7N 170.0 478 110.0 BBB 170.0 505 170.0 492 170.0 510 170.0 1110 170.0 521 170.0 1240 170.0 621 170.0 1488 170.0 521 170.0 1735 170.0 521 160.3 1871 170.0 521 J Ul 461, 170.0 708 170.0 524 170.0 ON 170.0 5114 170.0 992 170.0 630 170.0 1133 170.0 681 170.0 1275 170.0 677 170.0 1417 170.0 680 163.7 1837 170.0 NO 140.3 1637 170.0 680 122.e 1837 170.0 No a C) 50.8251, 170.0 747 170.0 583 170.0 688 170.0 6]t 170.0 1016 170.0 08! 170.0 1195 170.0 72] 170.0 1745 170.0 747 170.0 1494 170,0 758 117.1 1552 170.0 758 128.1 1552 170.0 758 110.4 1652 170.0 768 '�o 541n 170.0 707 170,0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170,0 1275 170.0 803 170.0 1134 170.0 837 155.2 1155 170.0 B50 120.3 1455 170.0 881 110.8 1455 170.0 881 07.0 1155 170.0 881 m M O 001n 170.0 885 170,0 701 170.0 1003 170.0 707 170.0 1240 170.0 870 157.1 1300 170.0 944 139.7 13DO 170.0 986 125.7 1309 163.5 994 104.8 1300 157.1 982 89.8 MOO 157.1 902 78.9 13D9 157.1 982 F U � J 631, 170.0 930 170.0 745 170.0 1118 170.0 1150 1829 1247 470,0 940 142.5 1217 184.6 053 126.1 1247 152.6 965 114.0 1247 144.3 052 95.0 1247 136.2 936 01.4 1247 135.7 935 71.3 1247 135.7 935 D- 65 = m 1n 170.0 074 170.0 780 170.0 1169 170,0 907 145.4 1'100 103.7 900 129.9 1%0 147.9 915 116.4 1190 138.5 028 103.9 1180 12&4 914 68.6 1190 118.5 898 74.2 1180 116.1 003 64.0 1100 118.1 893 J W 721, 181.8 IOIO 169.8 577 131.7 1010 IN.S 859 715.4 1010 127.2 812 101,0 1010 111.7 e28 SB.B 1010 105.8 817 80.8 1010 BB.A 007 87.3 1010 80.8 TBS 57.7 1010 87.0 790 50.5 7010 87.7 TBB J 7 �Z 9 76 In 137.4 808 143.6 702 114.5 908 122.0 775 98.1 906 107.1 761 85.9 ON 90.2 749 76.3 908 88.2 736 86.7 ON 82.3 729 57.3 909 74.7 716 49.1 ON 71.2 710 42.0 9(18 70.6 708 Q -78-17 727.1 881 132.5 751 105.0 861 112.5 738 BO.B 861 98.0 725 70.4 881 60.5 713 70.6 881 01.0 703 83.8 601 75.4 084 53.0 681 BB.I BBI 45.4 081 84.5 676 39.7 Bel 83.7 672 I- Q Q N O BO In 82.7 644 65A 514 69.8 618 7x.1 864 59.1 545 02.8 554 '51.7 846 56.1 t54546.0 846 50.0 537 41.4 W 47.0 530 34.5 SO 41.5 519 29.6 046 38.2 511 25.0 848 3B.5 507 Q ca Z oF W° _u o s1, 68.2 565 70.1 508 58.8 SBO59.1 4D9 48.7 560 61A IBI 42.8 566 45.5 63 NO MA 470 34.1 558 38.1 470 28.4 608 33A 450 24.3 500 30.5 452 21.3 NO 25.7 447 (n wy47.9 440 489 405 3D.B MB 41.2 JBB 34.2 149 35.7 793 28.9 449 31.7 148 29.8 382 23.8 N9 26.1 377 20.0 !I9 22.7 JBS 17.1 NB 211.4 361 15.0 MD 10.9 356111In 44. LU 1 425 45.0 386 30.8 125 37.8 378 31,6 12877'328 373 27.8 125 20.1 425 29.2 382 221 125 21.0 758 18.4 425 20.7 350 10.8 425 18.8 34] WON 21201, 34.8 364 70.5 371 29.1 JB1 29,8 328 2A.9 381 25.0 321 21.8 784228 311/ 20-1 317 17.5 384 15.7 300 (� to to Q O O 1441n 20.2 x5] 20.4 273 IBA 253 17.1 270 a9c3 Zmfn (n TABLE 16B ANCHOR CAPACITY ADJUSTMENT FORMULA: Anchor Cana ITablelibelANCHO'C CAP.,,,,, o o•� •"3 Subslale: tlk Concrete 7.5k Cane. Halon CMU Filled CMU Pi wood Meal (DR.) )=ANCHOR CAP.", 5118•Eko VC SS Eka 5116'Elco 114'SS Eko MIO Steel 912 Bleat 612 Sled MULLION CAP.,,,,,•„ Mch«Type: L78'Eko Ulfacon 1M'Eko UNeem Lt6'Eko Ultractln 1l1'Eko Ullrecm Anchor Clip Pattem9 Uluecan gp9reGe1« unacon A9preGal« ScmW(Gs)seaw(GS) scr4w(G5) USE THIS FORMULA TOOBTAIN THE'ANCHOR Edce D&lanco(In): 1• z-1(Y t• 2.12' 3.118• EVOE280bs I• 2-12• x• 3-118' _ 2• 0.411• o.5q• 0.3z4• CAPACITY REQUIRED'CORRESPONDING TO AN Emtrdmenl(in): 1-314' talo' 1-314• 1-314' 7 1-ILV 1-114• 1-1l4• 1-174• 2• ta16• 1018• aeries ACTUAL PRESSURE REQUIREMENT FOR THE 2Amhore 5'Min O.G./z 905 Arlie 1 .1 790144 ]90105 450 ms 090 ft 170D lbe J5416e 740 nos 3741es 720 obs Doe res 341 rba 4421be 560lbs OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Amb«e 3.6'Min.O.C.1(2)2r5 A le Ceps I(Ftp.2k 7001bs 7801bs 780 rbs 1870 ft 2525 lb, WA 1120 IM 746 lbs NOlbs 1892lb3 6621ba BBS lbe 11201bs CAPACITY(FROM THE TABLE)OF THE SELECTED 8 Aneh«e Via Min,O.O/2 WAn C4 ! .]' 11201bs 11201bs 958 Ibe 22461be 2254 44 wA 1058lea WA 1320IW wa 10221bs 13271be 1850 lbs MULLION.IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. PRODUCT RFVISIio FIGURE 1: :a complying with 9m Florid• TABLE NOTES: Building ACnde 6.0218.03 p- all a No • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING, Ge iralion Date 2021 SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. By FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDlOR OPENING WIDTHS IS ALLOWABLE. Mien' Product ULLION AND ON HOLES T E DRILLED CLIPS LEDI IH N ESHOWN FIE DOO L WING D MENSIIONAL RESTR CTIONS SHOWN ON SHEETS 21-233 B .125" _.45•-_ FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. _� •' �;r 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.250' No.51B-1105 FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 490.WOOD SHALL BE PRESSURE-TREATED = • • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T6 AND BEA MINIMUM OF.125" �,{ ii !1' THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT tij 45°BAY .'•v1••."`° _( $ Lb (j1; LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULLION '.n ;%TA''t OF • THE MATERIAL.NiO ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. ;�^. r � r.Dn3v.••,,,�C�.= ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. A.LYN,r LBFt:�.E. FL P.E.#58705 --1 1.0w 1.600• 1.662'-J 740" a „ F .063' .385" .062' I (�{ .125' -y 1,125• 062' .436' I Ij d 4.000' .125' R a 4.000' 4.000' STANDARD CLIP c twi 2.625" 2.000' 8083-T8 ALUM. 2.125' 2X5 ANGLE CLIP 4' 2.000' .125' X•SEC710N V-CLIP 6083.76 ALUM. I I 6083-T6 ALUM. X-SECTION .125' N .125' .125' -125" X-SECTION y m r 50 N .031 .126" O fn aIn I-125 r CENTER OF ANCHOR HOLE MUST LIE WITHIN THE J W .375' .155'J 375• DASHED BOUNDARY.SEE SHEETS 5-20 FOR THE O T HOLE DIAMETER:ANCHOR 0 C. ANCHORhiDIAMETER+AXIMUM C1/6R m a° N 1'X 4'X.125' 1'X 4"X.375" 1'X 4'X.375' MULLION MULLION •T'-MULLION 5.500' m 50 O ch ~ 8063.76 ALUM. 6063-T6 ALUM. 6063.76 ALUM. CUT HERETO 5.000'- 375' Fes.. O X-SECTION X-SECTION X-SECTION .376' _ 3.125'--�I_CREATE F-CLIP•SEE '375" `MIN. MIN. DETAIL F,9HEET4 , Z 1.250' I ,375' Z g _i CENTER OF i ------- .375' O ,. W 1.250' D250- I I I I I 1 ANCHOR HOLE I I MIN' J a e aZ I I I I MUST LIE WITHIN I 1 r, I I I j j THE DASHED I I 1- U BOUI I I I I F THEANCHORO. I I Z ONOARY.SEE Q O 2.876'F- ---T T --- - SHEETS 6.20 FOR F 1 rt, Z.. Do p I 1 I I I THE ANCHOR O.C. F Z 3.94" I I I I i F I DISTANCE. i 50 z g �`- 3.250' I I I MAXIMUM I I 1n LLI 2 _ 3.2I I I I ANCHOR HOLE I I I I 1 1 DIAMETER: I I Y Y .100' .100' _ Ago" � � � _. ANCHOR c_____________________� U � Q I DIAMETER 111'.. Q z 0 0 �_ 2X5 ANGLE CLIP ��2.100' 624• 624' rC STANDARD CLIP U-CLIP fiOTOPV EW ALUM. --i .820'F-- I -^I .820' F'-LL +I,020' f-- C63 ENTER OF ANCHOR HOLE MUST LIE O�TOPV EWM BOTOPVIEWM -WITHIN THE DASHED BOUNDARY.SEE 1.25"X 3.25'X.100' 1.25'X 3.25'X.624- 1.25'X 3.94"X.624' SHEETS 5-20 FOR THE ANCHOR O.C. TABLE C TABLE C,CONT. MULLION MULLION MULLION DISTANCE.MAXIMUM ANCHOR HOLE Dlmenslon Value(1n) Por Mullion: Dimension Value(in) For Mulllom 8005-T5 ALUM. 6005-T5 ALUM. 6005-T5 ALUM. DIAMETER ANCHOR DIAMETER+1116. X-SECTION X-SECTION X-SECTION F 3.687 1'X4°X F 1.938 1.25 X3.25' G 1.000 .125' G 0.500 X.624' I�����--------���---------3.468' 5.500' .i H 2680 Aluminum H 1.438 Aluminum 2.661" `I 125, 375' I I 3.000 Tube Mullion I 3.250 Tube Mullion .375" F 3.107 1'X4'X F 2.825 1.25X3.94- 1.377" Q ' 1.877' IMIN. G 0.757 .375" G 1.125 X.624' t,L111C1'R[iVtSL•D ---------i- H 2430 AlunnumH 1.500 Aluminum ,I 3.000 Tube 8°T I 3.250 Tube Mullion .complying wig,the Flrida F 2250 1.25'X3.25' F 2.813 30'00 Mull BuildingCode G 0.760 X.100' F 2.075 45'Be Mull AcceidatrccNu.125' AS' 2.250" I I I I1.500 Aluminum ,pimti Date /f,0$) I I I 1 I 3250 Tube Mullion By Mi Bode Produ50'45'BAY MULLION 3.250" I i I i TABLE D 3'SATB ALLI6063-T6X-SEALUTION `---- I `-- ----_� Mull Dimension PGT Pontq `% (X•SECTION I _ (ehoetll) Mullion Std.Clip ONeet Clip U-Cllp Angle Clip \p� ""'G OFFSET CLIP 1'X4'X.125'(10) 09364 680111M 601`122MI 666241M 668518M `�.•'•�,\I%CNS{ ?r i rr .125'- I 6083-TB ALUM. V X4'X.375'(11) 66810 MI 12M 5661123M 068242M 660510M C .228"j 4••-.981"-� .226'J I I Ci0705 h-.981''i TOPVIEW 1'X4'X.375"7'(11) 88053 606112M 6661123M 866242M 888519M _ 1 .740"-+- Ll.' NOTES: rC 1.25'X3.25'X.100'(13) 20180 8681127M 6881124M 6682410M 6665115M ;- 1.25'X3.25'X.824'(14) 20181 6661128M 6661125M 6682411M 6%5116M -Q'. G L./ 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 1.25'X3.94'X.624'(15) 20162 6661117M 8681126M 666241M 686517M ��;.•, F,1(•O� 2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. 30 Degree(19) 88649 WA WA WA 6665110M LUR�•• \ ; 45 Degree(20) 1 86850I WA WA WA 1i685111M //err SrS "1p t.4 `•`;. 3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. A.I.K 4((f1.y R;P.E. FL P.E. 58705 TABLE E MullDlmension PGT Part# a °� �3x (ahaet#) Mullion Std.Clip U-Clip Angle Clip -I�- •125" --��- ,125' --I I� .125" x�*� 2"X4'X.25-(16)1 66602 1 666261M 666271M 6665112M I U oO 2"X6"X.25"(17) 686D4 666262M 606272M 6665113M STANDARDCLIP U-CLIP 2X5 ANGLE CLIP2000. 63-TO ALUM. 6063-T6ALUM. 6063-TB ALUM%SECTION 2.125XSECTION 2.000' X-SECTION NOTES: LO N1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING •125 125" .125' i m F- DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. L Z mN 2)SEE SHEETS 5.20 FOR SUGGESTED,APPROXIMATE �-1 490'-I O F- HOLELOCATIONS. . 1490•. J D1 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. U a N 5.500" CUT HERE TO 3.5 _ N. , 5.000" 375' LL! O O 00" , Z O2.000" CREATE MIN. mU .376 .375375'MIN. SEE DETAIL F,SHEET4 MIF- J ----------- ---'I-- W m r-------- ---i i I L --------------------1 Z I I I 1 � � n1.geg� 1 1 v Z 4.000" j I I I J a Q -1-- -- ---I- 3.438' E 1' 3.438" Ce I --------I F- U •250'-- 2'X 4'X.25" I I Z Q N I I 3.438' 1 I a Z Z MULLION 6083.76 ALUM. 1 I 1 I I I Q suo X-SECTION I 1 I .375' Z H o B� W L---------------------�--r MIN. O CC J 1�4 S2 i-- STANDARD CLIP 2X5 ANGLE CLIP U Z) Q Q 3 U-CLIP,6063-T6ALUM. Q„ O 250" CENTER OF ANCHOR HOLE MUTT LIE 8063-T6 ALUM. ZIEDOR 2'%4"MULLION,SHEET 16 CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM. O-a Z ern to WITHIN THE DASHED BOUNDARY.SEE TOPVIEW WITHIN THE DASHED BOUNDARY.SEE TOPVIEW SHEETS 5-20 FOR THE ANCHOR O.C. TOPVIEW SHEETS 5.20 FOR THE ANCHOR O.C. DISTANCE.MAXIMUM ANCHOR HOLE ZIEI NTER OF ANCHOR HOLE MUST LIE -DISTANCE.MAXIMUM ANCHOR HOLE DIAMETER:ANCHOR DIAMETER 1110. THIN THE DASHED)BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER 4 1116'. SHEETS 5-20 FOR THE ANCHOR O.C. 5.500" DISTANCE.MAXIMUM ANCHOR HOLE CUT HERETO DIAMETER:ANCHOR DIAMETER+1116". 5.000' I-----2.000'--1 376" 3.500'-moi CREATE F•CLIP, ,375' MIN.' I_SEE DETAIL F. .375' r SHE MIN. MIN. .375" r-------- ------ -------- I I I I I I I I I I 1 j I I ^i•:Qi]I1CT REVISED I I I j as cmnptying Mlh 9.Florida 1 I I OnildLlg(:odc I I 1 I AcccPw.No I I B pimliw.mm QOM) By l .250' 6.000' - - -�-.--__ _ 4.888` -t 5.430„ - -"------_i Mia l7ede Product)11, 1 I 1 6.438' 5.438' 2'%8'X.25' I I I I �•: 'MULLION I I ;r 6063.76 ALUM. I I � � - FID.5E705 X-SECTION 1 I 1 .375" •- I I 1 I MIN. n STANDARD CLIP U-CLIP 2X5 ANGLE CLIP .250" 6063.76 ALUM. 6063-T6 ALUM. 6063.76 ALUM. i� � ` TOP VIEW USED FOR 2'X 6'MULLION,SHEET 17 TOPVIEW 1' TOPVIEW A.LY 1 tJ LER,P.E. �r - FL P.E.#58705 EXAMPLE 1:SINGLE VERTICAL MULL16N THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES.THE WINDOW FRAME DEPTH IS 2-114'.THE OPENING REQUIRES A DESIGN PRESSURE OF+60.01.60.0 PSF. n NO ANCHORS IN HEAD 1)INITIALLY ASSUMING THAT A 1'WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72"AND THE OPENING WIDTH IS 32'+32+1'=65.REFERENCING SHEET 25,THE COLUMN USING RECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TABLES FOR A MULLION.THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-174°AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+60.01-60.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. xL' EIEN DEEE TAILS, FROM TABLE 3A SHEET 7,THE 1'X 2.75'X.375'MULLION(LENGTH=72',OPENING WIDTH=70')MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+f-58.3 PSF AND WOULD �„7j o oSHEETSNOT BE SUITABLE FOR THIS APPLICATION,2.3 .• FROM TABLE 4A,SHEET 8,THE 1'X 2.75'X.650'MULLION(LENGTH=72',OPENING WIDTH=70')HAS A DESIGN PRESSURE OF+1.72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE 72' OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. N MULLION LENGTH 2)USE TABLE 46 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE,BOTH THE STANDARD CLIP WITH(4)#12 ANCHORS AND THE 2X5 �°>m ANGLE CLIPS WITH(4)#12 ANCHORS HAVE A CAPACITY OF 885 LBS.THOUGH EITHER ONE COULD BE USED,THE STANDARD CLIP IS EASIER TO INSTALL. Z An N SEE Q I- DETAILS, 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL LLl SHEE 8 APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE _ L� INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. u N IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS+/-60.0 PSF.THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS.ALTERNATIVELY, W C)o NO ANCHORS IN WINDOW SILL THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: m a F- 72' 82' � -�4—MULLWIom / 636 LOS � —OPENING WIDTH (60 PSF)X\ >=524.9 LBS (MAY BE USED TO QUALIFY#10 STEEL SCREWS FROM TABLE 4B) 72.7 PSF Z $ m Ew THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL,THE WINDOW FRAME DEPTH IS 2.318'.THE OPENING REQUIRES A W DESIGN PRESSURE OF+50.01-55.0 PSF. FOR THE VERTICAL MULLION: Z Q pi o 1)INITIALLY ASSUMING THAT A V WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 32"+72'+1'=105"AND THE OPENING WIDTH IS 36"+36'+l'=73".REFERENCING SHEET 25, Q z zzo THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-318'AND WILL 1,° �o�- EXAMPLE 2:MULTIPLE MULLIONS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.01•55.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. d- co o W a MULL WIDTH FROM TABLE 3A,SHEET 7,THE 1'X 2.75"X.375-MULLION(LENGTH=108',OPENING WIDTH=80')MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+M5.1 PSF LY � I`f1Y _I I_ AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. F FROM TABLE 12A,SHEET 16.THE 2"X 4"X.260-MULLION(LENGTH=108%OPENING WIDTH=80')HAS A DESIGN PRESSURE OF+I-64.7 PSF WHICH EXCEEDS THE REQUIREMENTS 0_2 LU LU Z m 0 N SEE FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. +! -SEE DETAILS, 316 SHEETS BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2"TO THE WIDTH OF THE MULLED UNIT,THE ADJUSTED OPENING WIDTH IS 36"+36'+2'=74",NOT 73"AS PREVIOUSLY I. PRODUCT'S 2.3-� ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING.ALTERNATIVELY,THE WINDOW MOTHS MAYBE REDUCED TO MAINTAIN APPROVAL THE 73'DIMENSION(35-112"+35.112'+2"=73'). i - 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE.IN THIS EXAMPLE,ASSUME THE POURED VER7ICALI I CONCRETE HEADER AND SILL ARE B'WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8',CARE MUST BETAKEN TO MAINTAIN THE FASTENER'S EDGED MULLION -'_� L.7, - USING THE STANDARD CLIP WITH(6)3116"ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-112"GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER,AND LENGTH SEE SEE THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. 8, DETAILS, DETAIL E, OPENING SHEETS 2-3 SHEET 3 FOR THE HORIZONTAL MULLIONS: HEIGHT FOR BECAUSE THE VERTICAL MULL WILL BE A 2"X 4'X.260-MULLION,IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS.ALTERNATIVELY,ANOTHER HORIZ MULLION TYPE COULD BE CHOSEN. Mu ON PRODUCTREVISF.D 1 THE MULLION LENGTH IS 36'AND THE OPENING HEIGHT IS 32'+72'+2'=106'.REFERENCING SHEET 25,THE COLUMN USING TRAPEZOIDAL/FRIANGULAR LOADING MAY BE as complying with Glc Floods USED.FROM TABLE 12A,SHEET 16,THE 2"X 4'X.250-MULLION(QD LENGTH=42",OPENING HEIGHT=120')HAS A DESIGN PRESSURE OF+1-170.0 PSF WHICH EXCEEDS THE nunaa,Crb IG•a218.03 REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. F pimtion�-' �Q SEE DETAILS, 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE.IN THIS EXAMPLE,ASSUME THE CMU JAMBS ARE 8" Dy SHEETS WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8',CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.USING THE 2X5 ANGLE CLIPS WITH Mime Da 2J (4)3116'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1'GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED \I 1 - 1 ANCHOR CAPACITY OF 521 LBS. ���0��) WIN P.1, 36',HORIZ. I II 38',HORIZ 1 ' --1 F— 4)FOR THE U-CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION,USE THE SAME ANCHOR CAPACITY OF 521 LBS.TABLE 12B FOR THE U-CLIP SHOWS THE ANCHOR :`�%` \,\GC IJSE• Q MULLLENGTH MULL LENGTH CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS,WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS.THE OPENING WIDTH FOR VERTICAL MULL ANCHOR TYPE IS A#12 STEEL SCREW, No.!) ICS FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS: +1-64.7 PSF FROM THE VERTICAL MULLION; •I I••"l� ,I- +1-170.0 PSF FROM THE 36'HORIZONTAL MULLION ATTACHING TO CMU; ;-1j "1( 111•; +1-170,0 PSF FROMTHE 38"HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION(INTERSECTION), •;'()'• A(f: THE LOWEST DESIGN PRESSURE IS+1-64.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. \� .,1+L Ui:101; • j`' VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION �.�' PRODUCTS.WILL APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN A.LAN MIBEFtI2,P.E. ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. PL P.E.#58705 EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDALITRIANGULAR LOADING: W2 ®QH TN x r`' 0 I Pw Pw - N SHIDH SHIDH- - - 'SHIDH - SHIDH - Pw PW-11- - $- >m F Z Nrc U) o / U) LOADING OF VERTICAL MULLION m M OF LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS I 7 U) HINGED ~ J J � DOOR - � m n _ SGD _ _ - _ —_ - Z _lI LOADING OF VERTICAL MULLION ? 9p1�jJ PW t & LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION Q d U �� PW �/ I Z Q Oj p I Q Q Z N - i Pw Pw LLxl m o l U)) � !n N PW Lij SHIDH SHIDH' - - j - - _ - _ - F' SHIDH SHIDH_ ; Q Z 0 0 EL co $ O O0 90 SHIDH- �8 ��as LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION I / SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION PW PW I LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL — I MULLION I P HINGED I NOTES: DOOR PWl�� I '-;AGQUCT REVISED 1 —...plyil's"ilh nc'Fwwa - 1 1)DRAWINGS ARE Rulldinp Cod. I --- - RERESENTATIONS OF TYPICAL Acccr4w-1•A, p3 PW CONFIGURATIONS. •r imli thre QOQ) Pw -- - - CONFIGURATIONS NOT SHOWN B I MAY BE EXTRAPOLATED FROM D O / I _ Mimn'Al e Product I THOSE SHOWN. j 2)IF THE LOADING TYPE CANNOT I PW BE DETERMINED,USE `� TII ,• RECTANGULAR LOADING. PW PW I `C. 3 SEE PRODUCTS'APPROVAL FOR ' / ACTUAL ANCHOR LOCATIONS. _ LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION I PANEL CF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS `r'I 1•'•v` N "IL OF r LOADING OF VERTICAL LOADING OF HORIZONTAL MULLION MULLION A.L L P. .# 8705 E. FL P.E.#58705 t, 7 7 7777777, _ [ iu • - N,. .,)':...?' -•% 3.;r' c e �. 4,....,R` ...,, U, ..._.,_._..._......_.....,...,,.,_..._._..._......u_.._.....__.. ..._w._ u..w._....__ ........_..,._,,. ..__ 1, 20, BCIS ,,.x"�X:• .,�.5 d-`c# t�„ '.� ,# € BCIS Home)! Log In ;User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff i BCIS Site Map Links Search ottiiProduct Approval USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail FL# mwlik 9M)2B Application Type Revision Code Version 01111111119ISi4� Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer ,Gr In_dusGries Address/Phone/Email 1070 Technology Drive North Venice, FL 34275 (941)486-0100 Ext 22318 druark@pgtindustries.com Authorized Signature Jens Rosowski jrosowski@pgtindustries.com Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941)486-0100 Ext 21140 jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sliding ExteGIDr!DDOr Assemblies Compliance Method Certification Mark or Listing Certification Agency Miami-Dade BCCO-CER Validated By Miami-Dade BCCO-VAL Referenced Standard and Year (of Standard) Standard Year TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 08/17/2016 Date Validated 08/26/2016 Date Pending FBC Approval Date Approved 08/30/2016 Summary of Products FL# Model, Number or Name Description 251.1 SGD-670 (Non-Impact) Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL251 R28 C CAC 16-0629.03.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/07/2020 Design Pressure:N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance FL251 R28 II 16-0629.03.0df (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type, size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.2 SGD-670HP(Non-Impact) Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL251 R28 C CAC 16-0629.04.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 03/24/2020 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL251 R28 II 16-0629.04.Ddf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.3 SGD-680 (Non-Impact) Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL251 R28 C CAC 16-0629.05.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 03/18/2019 Design Pressure:N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance FL251 R28 II 16-0629.05.1)df (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.4 SGD-770 (Large Missile Impact) WinGuard Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL251 R28 C CAC 16-0629.06.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/17/2020 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL251 R28 II 16-0629.06.pdf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.5 SGD-770HP(Large Missile WinGuard Aluminum Sliding Glass Door Impact) Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL251 R28 C CAC 16-0629.07.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/24/2020 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance 1`1_2511 R28 II 16-0629.07.odf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.6 SGD-770HP(Small Missile WinGuard Aluminum Sliding Glass Door Impact) Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL251 R28 C CAC 16-0629.08.1)df Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/24/2020 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL251 R28 II 16-0629.08.odF ' (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports 1 __ Created by Independent Third Party: 251.7 SGD-780 (Impact) WinGuard Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL251 R28 C CAC 16-0629.10.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 08/02/2017 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL251 R28 II 16-0629.10.1)df (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 125+1.8 SGD 2500 (Non4 p t+ Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL251 R28 C CAC 15-0609.10 DR.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 05/22/2018 Design Pressure:N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance FL251 R28 II 15-0609.10 DR.odf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.9 SGD-3030 (Large Missile Impact) Architectural Systems Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL251 R28 C CAC 15-0612.06 LM.pd f Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/14/2018 Design Pressure: N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL251 R28 II 15-0612.06 LM.odf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.10 SGD-3030 (Small Missile Impact) Architectural Systems Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL251 R28 C CAC 15-0612.07 SM.od f Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/14/2018 Design Pressure:N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance FL251 R28 II 15-0612.07 SM.pdf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.11 SGD-5470 (Non-Impact) Vinyl Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL251 R28 C CAC 15-1210.02.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/21/2021 Design Pressure: N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL251 R28 II 15-1210.02.1)df (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type, size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.12 SGD-5570 (Large Missile Impact) Vinyl Sliding Glass Door. Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL251 R28 C CAC 15-1210.0l.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 04/14/2021 Design Pressure:N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance FL251 R28 II 15-1210.01.odf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Back Next Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 Opening I Size . (W x H) 1. Storm Panels/Single Hung 73 x50 (Front Double Window) 2• Storm Panels/Single Hung 25 x25 (Front Window) 3•.Storm Panels/Single Hung 36 x50 (Side Window) 4• Storm Panels/ Single Hung 26 x 50 7 6 5 4 (Back Window) 5. Storm Panels 1 Sliding Glass Door 60 x 80 (Back Slider) 6. Storm Panels/Single Hung 36 x 38 (Back Window) 7. Storm Panels/Single Hung 36 x50 (Back Window) 8 8. Storm Panels/Single Hung 36 x50 (Side Window) 3 9. Storm Panels/Single Hung 19 x26 (Side Window) 10. Storm Panels/Single Hung 36 x50 (Side Window) I 9 1 2 10 N oa) It T C o"' _ O � = U O O •� M LL COPYRIGHT-EMPEST.COM SCALE: NOT TO SCALE DATE: Mar 31,2017 PAGE DESCRIPTION: Site Plan 4 PAGE: OF 1 1 Property Information F Building Information Owner: Tilton Wind Zone: 160 MPH. Address: 5306 Hickory Dr Exposure Category: B Ft Pierce,F134982 Minimum Building Dimension: 24 ft. Mean Roof Height: 15 ft. Risk Category: II Design Pressure Calculations Opening Location Device Device Device Max Positive Max Negative Number Zone Width(in) Height(in) Elevation(ft) Pressure(psf) Pressure(psf) 1 Int 73 50 7 30.5 -33.3 2 End 25 25 7 32.5 -43.5 3 Int 36 50 7 32.0 -34.8 4 End 36 50 7 32.0 -42.5 5 Int 60 80 7 29.9 -32.7 6 Int 36 38 7 32.5 -35.2 7 End 36 50 7 32.0 -42.5 8 End 36 50 7 32.0 -42.5 9 Int 19 26 7 32.5 -35.2 10 End 36 50 7 32.0 -42.5 Prepared in accordance with:ASCE 7-10,Chapter 30. Wind Loads-Components and Cladding.5th Edition(2014)Florida Building Code. Page 1 of 1 IV"»"Y k 3 I __......__M �a,����.�a.__ .....�.�_�___._ �..__u..._,�—_.._..—�I L�L�,���'` s�"�.-�� d�_„t✓„�S'i3zt� £�.._. BCIS Home I Log In User Registration j Hot Topics [ Submit Surcharge Stats&Facts Publications ( FBC Staff SCIS Site Map Links Search Produ l ¢ 5 p USER:PblPublic User al Product Aooroval Menu>Product or Application Search>Application List>Application Detail Na ' FL# F.L239-R2 Application Type ,� Code Version 2014 Application Status proved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer W1,GT Industries Address/Phone/Email 1010 lec nology Drive North Venice, FL 34275 (941)486-0100 Ext 22318 druark@pgtindustries.com Authorized Signature Jens Rosowski jrosowski@pgtindustries.com Technical Representative ]ens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941)486-0100 Ext 21140 jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Singl •ung Compliance Method Certification Mark or Listing Certification Agency Miami-Dade BCCO-CER Validated By Miami-Dade BCCO-VAL Referenced Standard and Year (of Standard) Standard Year TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 08/22/2016 Date Validated 09/07/2016 Date Peudirg F BC Approval Date Approved 09/08/2016 Summary of Products FL# Model, Number or Name Description x !41 1 �x3 0 Non Impact Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL239 R24 C CAC 16-0505.02.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 09/01/2021 Design Pressure:N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance FL239 R24 II 16-0505.02.1)df (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.2 SH- 500(Large Missile Impact) WinGuard Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL239 R24 C CAC 15-0612.12b.od f Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 01/08/2019 Design Pressure: N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL239 R24 II 15-0612.12b.odf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.3 SH-600(Non-Impact) Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL239 R24 C CAC 16-0714.05.1)df Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 01/26/2021 Design Pressure: N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL239 R24 II 16-0714.05.odf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.4 SH-700(Large Missile Impact) Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL239 R24 C CAC 16-0714.06.1)df Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/26/2021 Design Pressure:N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance FL239 R24 II 16-0714.06.odf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type, size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.5 SH-800(Large Missile Impact) Multi-Story Aluminum Single Hung Window Limits of Use Certification-Agency Certificate Approved for use in HVHZ: Yes FL239 R24 C CAC 16-0714.Ol.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 05/03/2022 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL239 R24 II 16-0714.O1.1)df (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type, size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.6 SH-800(Small Missile Impact) Multi-Story Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL239 R24 C CAC 16-0714.02.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 05/03/2022 Design Pressure: N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL239 R24 II 16-0714.02.0df (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and*anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 7.39.7 1 SH-3000(Large Missile Impact) Architectural Systems Aluminum Single Hung Window 1 , 1 Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL239 R24 C CAC 15-0612.11 LMI.nd f Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/06/2017 Design Pressure: N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL239 R24 II 15-0612.11 LMI.Ddf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.8 SH-3000(Small Missile Impact) Architectural Systems Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL239 R24 C CAC 15-0612.10 SMI.Dd f Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/06/2017 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL239 R24 II 15-0612.10 SMI.ndf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type, size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.9 SH-5400(Non-Impact) Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL239 R24 C CAC 16-0714.04.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 07/30/2020 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL239 R24 II 16-0714.04.1)df (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.10 SH-5500(Large Missile Impact) Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL239 R24 C CAC 16-0714.03.1)df Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 07/30/2020 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL239 R24 II 16-0714.03.Ddf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: Credit Card Safe PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 11-0614.01) 2. Drawing No. MD-SH2O0-01,titled"Single Hung Window Installation"sheets 1 through 8 of 8, dated 05/11/11,with revision C dated 04/22/16,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of series SH-200 aluminum single hung window,prepared by Fenestration Testing Laboratory,Inc., Test Report No.FTL-6479, specimens 1 thru 26, dated 03/28/11, signed and sealed by Marlin D. Brinson,P.E. (Submitted under NOA No. 11-0614 01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-51h Edition (2014), dated 05/22/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. 15-0528.272) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51 Edition (2014), dated May 2,2016,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated May 2, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. G. OTHERS 1. Notice of Acceptance No. 15-0528.22,issued to PGT Industries; Inc. for their Series "SH-200"Aluminum Single Hung Window-N.I., approved on 08/06/15 and-expiring on 09/01/16. Manuelrez,P.E. Product Cont% Exa finer NOA No. 6- 5.02 Expiration Date: September 01,2021 Approval Date: June 16,2016 E-1 GENERAL NOTES:SERIES 200 NON-IMPACT SINGLE HUNG WINDOW 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 53-1/8""TIP-TO-TIP WIDTH 2)SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. 52-118"BUCK WIDTH 52-116"BUCK WIDTH NO ANCHORS 49-1/8" 49-118" 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADS COUNTY APPROVED MASONRY REQUIRED IN VISIBLE LIGHT VISIBLE LIGHT ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 CONCRETE FLANGE W MAX. MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE.SEE TABLES 5 8 6.SHEET 4 8 5. FRAME HEAD --B 3"MAX. �•••-- r----D 4)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 5,SHEET 4.ALL WOOD BUCKS LESS THAN A i C 1-112•THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-12'THICK OR GREATER.1X AND 2X BUCKS 8"MAX.FROM --I---/77� _ 35-112" f} I (WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN CENTER OF T VISIBLE L_ —_—__ /1_ 35-12AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. MEETING 21' LIGHT 78" J'/-I - LIGHT HT RAIL I MAX.O.C. �I 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF j TIP-TO 6"MAX.O.C. SUFFICIENT LENGTH AS SPECIFIED ON TABLE 5&6.SHEET 4&5.NARROW JOINT SEALANT IS USED ON ALL I TIP FOUR CORNERS OF THE FRAME.INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL SEALING/FLASHING . -------- HEIGHT STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE A BUCK I ( C OF THESE INSTRUCTIONS. HEIGHT j ' 77" M / .J 6)SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE CENTER OF 8"MAX.FROM BUCK I HEIGHT SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE MEETING I I SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BYTHE WINDOW. RAIL / 23" / MAX.O.C. 7)DESIGN PRESSURES: j I A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM E1300. B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL TEST PRESSURE,FRAME MAX.X. NO ANCHORS REQUIRED 3'MAX. 'D ANALYSIS AND GLASS PER ASTM E1300. IN FLANGE FRAME SILL 6'MAX.O.C. 8)THE THE REQUIREHORAGE If DESIGN PRESSURE.HODS RESSURE.THE 3331/3%STRESS INCREASE HAS NOT BEEN USED DBEEN DESIGNED TO RESIST THE IN THE DES GN OF CORRESPONDING TO TYP. FLANGE FRAME ELEVATION r TI�YP._INS EG_F;2-AL FIN.FRAME_ELE-VAtiTiION THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. TESTED UNIT)ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS (3TESTOE D UN�T;�. OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9)REFERENCES:TEST REPORTS FTL-6479:ELCO ULTRACON NOA:ELCO CRETEFLEX NOA:ANSI/AF&PA NDS FOR WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL. 10)THE 200 SERIES SINGLE HUNG WINDOW WAS FORMERLY KNOWN AS THE 4000 SERIES(FLANGE FRAME)OR GUIDE TO SHEETS: 4001 SERIES(FIN FRAME). DESIGN PRESSURE RATING IMPACT RATING GENERAL NOTES........................1 VARIES, NOT RATED FOR ELEVATIONS................................1 SEE SHEETS 2&3 IMPACT RESISTANCE DESIGN PRESSURES............2&3 INSTALLATION,FLANGE.............4 STANDARDS USED: INSTALLATION,INTEGRAL FIN...5 WINDOW SHAPES AND SASH CONFIGURATIONS AS SHOWN BELOW OR SIMILAR,MAY BE USED BY INSCRIBING THE •2014 FLORIDA BUILDING CODE(FBC),STH EDITION ANCHOR QUANTITIES.................6 SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2&3. •ASTM E1300-09 GLAZING DETAILS.......................7 •ANSI/AF&PA NDS-2012 FOR WOOD CONSTRUCTION CORNER ASSEMBLY...................7 -ALUMINUM DESIGN MANUAL,ADM-2010 EXTRUSION PROFILES................8 I+ WIDTH WIDTH •AISIS100-07/S2-2010 PARTS LIST...................................8 PRODUCT REVISED ir \ as complying with Itis Ffm& Bapival' udc�F•65o5.0 Acceptance No lL Revised 8y: Data; Revision: �pirat' Data Q) ADDED IG SPACERS, /, HEIGHT ----- HEIGHT ��;_!;(;p ? JR 04/22/16 ORRECTED SASH HEIGHTS BY (r J:• Revlsetl By: Dote: Miran'Dude Product Contol Revision: i ( � � Description: Drawn 81': J i,;;; GENERAL NOTES&ELEVATION J ROSOWSKI NXI�or e e• EQUAL LITE PROVIEW/ORIEL ARCHTOPPROVIEVI/ORIEL RAOIUSTOP EQUAL LRE i-1�F.1�1�,,.' , 1070 TECHNOLOGY DRIVE Title: Date:t. N.VENICE, FL 54275 SINGLE HUNG WINDOW INSTALLATION Date: 11 P.O. BOX 1529 '-'1'�n�'• '' .` NOKOMIS, FL 34274 'A.,LYNN MILER,P.E. Serks/Model: Style: Sheet: Drawing No. Raw. P.E.#58705 CERT. OF AM. #29296 SH-200 NTS 1 OF 8 MD-SH2O0-01 C TABLE 1: TABLE 2: 2 Maximum Design Pressure(lbs/ft)for Glass Type A, Fin 81 Flange Frame Monolithic Glass Types PRODUCT REVISED Window Sash Heightz A 1/8"Annealed .s...Plying a•Ith the Florida (see Figure A,this sheet) Ma um Window Width' Building code Height B 118"Tempered Ace P,a¢ No 1ro-0505.02 M. Q37AP 41" 45" 49" 53-118" EP""* n Dal¢ �fil C 3/16"Annealed !ftV 9/16^:,(EcIUaLM _550if X90 fl !+SM+f .0 1+55.0 -90.0 +55.0 -90.0 +55.01 -90.0 +55.01 -90.0 +55.0) -90.0 +55.01 -90.0 ny D 3116"Tempered Munni mie Pnxlucl.'mt i under1&9116" +55.0 50.0 +55.0 -90.0 +55.0 -75.2 +55.0 -65.5 +55.01 57.3 +50.2, -50.2 +44.8 -44.8 +39.9 39.9 E 1/4"Annealed 3� 18-9/16"(Equal Lite) +55.0 -90.0 +55.0 -90. 1 -740 +55.0 54.2 +55.0 .5 +55.0 -66.5 +55.0 -61.0 +55.0 1 57.7 +55.0 55.0 F 114"Tempered o'er 18-9/16" +55.0 -90.0 +55.0 -90.0 +55.01 -75.2 +55.0 -65.5 +55.01 57.3 +50.2 -50.2 +44.8' 44.8 +39.9 59.9 _ under 15 7/8" +55.0 -90.0 +55.01 87.1 +55.0 -73.4 +55.0 -63.8 +55.0 156.8 +50.0( -50.0 +44.8( -44.8 +40.0 •40.0 Y L U -90.D +55.0 �/8 15.7/B'thru 19 "3 +55.0 I -90.0 +55.0, -78.7 +55.0 1 -68.0 +55.0 -58.5 +51.1, 51.1 +45.9, .15.9 +41.31 41.3 TABLE 3: r- _ ?'1'39'/4.0 EgL1te)� +55.0 -90.0 +SS b - 0 55.0 82.7 X55?j.-72 55.0 t -63.5 +55.0 57.9 +54.2 -54.2 +51.5 t 5t5 Insulated Glass Types O� Y o 0 over 19.114" +55.0 -90.0 + .o +55.0' -73.4 +55.0 •63.8 +55.0 156.8 +50.0' 50.0 +44,8 44.8 +40.0 40.0 G 1/8"Annealed,114 Airspace,1/8"Annealed 60 8 Z N under 19-9/16" +55.0 -81.5 +55.0 -723 +55.0 -61.3 +55.0 55.3 +50.5 -50.5 +45.8 45.8 +42.0( 42.0 +38.7 -3B.7 H 3116"Annealed,3116"Airspace,1/8"Annealed O =U) 45" 19-9/16"thru 22-1/2"3 +55.01 -90.0 +55.01 -87.9 +55.01 -74.0 +55.0 64.3 +55.0 156.9 +50.1 50.1 +44.81 -44.8 +40.01 40.0 ) 1/8"Tempered,1/4"Airspace,118"Tempered Q € 22-9/16"(Equal Lite) +55.0 -90.0 +55.0 I -90.0 +55.0 -78.8 +55.01 -68.1 +55.01 -58.5 +51.11 51.1 +46.0146.0 +41.4, 41.4 x w J 1 J 3116"Tempered,3116"Airspace,1/8"Tempered <w J over 22-9116" +5-5-.0-1.1 -81.5 +55.0 t -72.3 +55.0 51.3 +55.01 55.3 +50.5 1 -50.5 +45.8 11.7 5.8 +42.0 42.0 +38.7 -3B.7 o z CO under 20-118" +55.0 -71.6 +55.0 -62.8 +55.0 55.4 +50.31 -50.3 +45.91 45.9 +41.7 1 +38.9 -38.9 +36.2 1 •36.2 w 5: Z LL 20-1/8"thru 24-1/2"3 +55.0 50.0 +55.01 -82.5 +55.0 -69.5 +55.01 -61.6 +55.01 -55.4 +49.3 49.3 +44.6 44.6 +40.0 40.0 - a 49" FIGURE A SASH O= N 24-9116'(Equal Lite) +55.0 -90.0 +55.0, -90.0 +55.0 -76.4 +55.0 -66.5 +55.0 -57.8 +50.4 50.4 +45.0 45.0 +40.1 40.1 CROSS SECTION cU .`e Q 00 over 24-9116" +55.0 -71.6 +55.0 52.8 +55.0 -55.4 +50.3 -5D.3 +45.9 45.9 +41.7 41.7 +38.9 -38.9 +36.2 -36.2 (WITH MONOLITHIC r •sW in O under211-13116" +55.0 -67.8 +55.0 59.9 +53.3' 53.3 +48.5 48.5 +44,1 44.1 +40.21 40.2 +37.6' -37.6 +34.8 54.8 GLASS) ``oZ 20-13/16"thru 25 5 3 +55.D' -89.6 +55.0 -80.3 +55.01 57.7 +55.0 -60.6 +54.2 -54.2 +49.0 49.0 +44.21 44.2 +40.01 4D.D t � 25 ?,(Equallite`) +55.01 -90.0 +55.01 -90.0 +55.01 -75.4 5:0 -657 55.01 -57.4 +50.31 50.3 +44,91 44.9 +39.91 -39.9 l N L Z over +55.0 -67.8 +55.0 59.9 +53.3 -53.3 +48.5 +qq.1 144.1 +40.2 40.2 +37.6, -37.6 +34.0, 34.8 I o e a 2 0 under 24-15116" +55.0 -56.0 +43.81 43.8 +41.9 41.9 +39.1 -39.1 +36.0 36.0 +32.61 -32.6 +30.01 -30.0 +27.6 -27.6 iI o c Z LLJ =N J $2 3415116"thru 30-1/2"3 +55.01 -75.0 +55.01 56.0 +55.01 -57.4 +51.91 -51.9 +47.4 47.4 +43.2 1 43.2 +3g,9 _39.9 +37.3 37.3 1 � Vr 61' VISIBLE LIGHT SASH u a 305116"(Equal Lite) +55.0 -87.9 +55.01 -75.8 +55.0 I -66.6 +55.0 -59.7 +53.5 53.5 +48.7 148.7 +43.9 43.9 +39.9 139.9 HEIGHT jl HEIGHT •� W P Z z over 30-9116" +55.0 57.8 +55.0 59.9 +53.3, 53.3 +48.5 148.5 +44.1 44.1 +40.2 1 40.2 +37.6, -37.6 +34,8 I -34,8 = a a a E[n n SASH HEIGHT-3-9/16' under 25-314" +54.7 54.7 +41.2 41.2 +40.3 40.3 +37.8� -37.8 +34,6 -34.6 +31.3 31.3 +28.9 -28.9 +26.5 -26.5 25-314"thru 31-1/2"3 +55.0 -72.0 +55.0 -63.2 +55.0 55.7 +50.5 -50.5 +46.1 46.1 +41.9 41.9 +39.0 -39.0 +36.31 -36.3 �j ® zoN o,N rn 63' 31-9116"(Equal Lite) +55.01 .83.9 +55.0 -71.7 +55.01 -64.8 +55.0 -58.2 +52.4 -52.4 +47.9 47.9 +43.3 43.3 +39.71 •39.7 "a'a n 4 I over 31-9/16" +55.01 57.8 +55.01 59.9 +53.3 53.3 +48.5 48.5 +gq,1I 44.1 +40.2 40.2 +37.6 -37.6 +34.81 34.8 �I o xrl' under 293/4" +53.3 -53.3 +39.71, 39.7 +39.1 -39.1 +36.7 36.7 +33.4 -33.4 +30.3, -30.3 +28.0 -28.0 +25.8. -25.8 j1 m 73" 29-314"thru 3&112"3 +55.0 51.0 +52.0 52.0 +48.2 48.2 +44.01 44.0 +40.1 40.1 +37.0 1 37.0 +34.1 1 -34.1 +31.4 31.4 0 a o 0 36-9116"(Equal Lite) +55.01 -68.3 +55.01 -56.3 +52.1 1 -52.1 +51.5 -51.5 +47.0 47.0 +42.7 1 42.7 +39.61 39.6 +37.0) -37.0 oz z over 36-9116" +55.0 -67.8 +55.0 56.3 +52.1 152.1 +48.5 48.5 +44.1 44.1 -+40.21 -40.2 +37.6 -37.6 +34.8 -34.8 under 31-3/4" +53.3 -53.3 +39.71 39.7 +39.1 -39.1 +36.7 -36.7 +33.4 -33.4 +30.3! 30.3 +28.0, -28.0 +25.8 -25.8 '.:iii:.:,i t.•;'`%�. 7B" 313/4"thru 39"3 +55.0 1 -58.3 +48.0 48.0 +45.2 45.2 +41.2 41.2 +37.9 37.9 +34.8 1 -34.8 +31.7 -31.7 +29.5 -29.5 39-1/16"(Equal Lite) +55.0 -62.5 +50.61 50.8 +46.3 1 46.3 +45.2 45.2 +44.2 44.2 +40.31 40.3 +37.7 -37.7 +34.9 -34.g NOTES 1 Tip-to-tip dimensions for flange windows shown.For fin windows or buck dimensions,subtract 1'. 1)USE THIS TABLE FOR ALL WINDOWS THAT ARE GLAZED WITH 1/8' i•. 2 Overall sash height.For clear daylight height,subtract 3-9116". ANNEALED GLASS(TYPE A). 3 Size range Includes the standard Pro-View(3-over-2 configuration)for the given Window Height. 2)FOR sizes NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH For overall sash Width,subtract 2-15116"from the buck dimension. OR HEIGHT DIMENSION SHOWN ON THE TABLE. ,'•., I - A.LYNNMILLER,P.E. WINDOW HEIGHT-SASH HEIGHT CANNOT EXCEED 53'. P.E.@ 58705 TABLE 4: TABLE 2: 2 Monolithic Glass Types F7iC 7)11Cr 7tGVi5BiD Maximum Sash Heightz Design Pressure(Ibsfft)for Glass Type B-J, Fin 8 Flange Frame ti_��t�� A 1/B"Annealed v r sere u�Flvr do Window Pu,!d ng coat Height' (see Figure A.this sheet) Maximum Window Width' g 118"Tempered A-epta-No 1G- /��,pbZ 19-118" 26-1/2" 33" 37" 41" 45" 49" 53-1/9' "`vi 'io"Dw. [al C 3/16"Annealed , 23" 11-9116"(Equal Lite) +55.0 50.0 +55.0 50.0 +55.0 150.0 +55.0 90.0 +55.0 50.0 +55.0 I •90.0 +55.0 -90.0 +55.0 50.0 D 3/16"Tempered >is u,i):dc rroducI c„nbi under 183116" +55.0 -90.0 +55.0 90.0 +55.0 90.0 +55.0 9D.0 +55.0 50.0 +55.0 -84.3 +55.0 78.0 +55.0 -72.9 E 1/4"Annealed 37" 189116"(Equal Lite) +55.0 50.0 +55.0 50.0 +55.0 90.0 +55.0 -90.0 +55.0 90.0 +55.0 90.0 +55.0 -81.1 +55.0 -73.4 F 114"Tempered oeer 189/16" +55.0 50.0 +55.0 90.0 +55.0 90.0 +55.0 90.0 +55.0 -90.0 +55.0 •84.3 +55.0 78.0 +55.0 -72.9 U under 15-7/8" +55.0 90.0 +55.0 90.0 +55.0 90.0 +55.0 90.0 +65.01 58.5 +55.0 •81.8 +55.0 -75.0 +55.0 -68.5 � 15-7/8"thru 193/16"' +55.0 90.0 +55.0 90.0 +55.0 90.0 +55.0 90.0 +55.0 -90.0 +55.0 -87.9 +55.0 -78.8 +55.0 -71.2 TABLE 3: ` 38318" 19-114"(Equal Lite) +55,0 50.0 +55.0 30,0 +55.0 90.0 +55.0 50.0 +55.0 90.0 +55.0 37.9 +55.0 -78.8 +55.0 -71.2 Insulated Glass Types O a 0 0 over 19-1/4" +55.0 90.0 +55.0 -90.0 +55.0 90.0 +55.0 -90.0 +55.0 .88.5 +55.0 31.8 +55.0 -75.0 +55.0 -88.5 G 1/8"Annealed,1/4"Airspace,1/8"Annealed O Z N under 193116" +55.0 -90.0 +55.0 90.0 +55.01 90.0 +55.0 36.5 +55.0 -80.2 +55.0 -73.2 +55.0 -66.3 +55.0 -59.7 H 3/16"Annealed,3/16"Airspace,1/8"Annealed 2 O = 19-9/16"thru 22-1/2"3 +55.0 -90.0 +55.0 90.0 +55.0 90.0 +55.0 90.0 +55.0 -89.1 +55.0 -78.5 +55.0 -70.0 +55.0! 163.0 1 1/8"Tempered,114"Airspace,1/8"Tempered ~ ° g C) 45" 229/16"(Equal Lite) +55.0 90.0 +55.0 50.0 +55.01 50.0 +55.0 •80.0 +55.0 -89.3 +55.0, -78.5 +55.0 -70.0 +55.0, -63,0 J 3/16"Tempered,3/16"Airspace,1/8"Tempered ¢w c over 229/16" +55.0 -90.0 +55.0 90.0 +55.0 90.0 +55.0 -86.5 +55.0 •80.2 +55.0 -73.2 +55.01 166.3 +55.0 59.7 w z H cD under 20.1/8" +55.0 30.0 +55.0 50.0 +55.0 -86.0 +55.0 -81.8 +55.0 75.7 +55.0 169.2 +55.0 -62.8 +55.0 57.7 13 Z LL 20-1/8"thru 24-1/2"3 +55.0 90.0 +55.0 90.0 +55.0 90.0 +55.0 50.0 +55.0 -84.8 +55.0 -74.2 +55.0 55.9 +55.0 59.1 0 w -D g O 49" FIGURE A:SASH t�= c y 249/16"(Equal Lite) +55,0 90.0 +55.0 90.0 +55.0 90.0 +55.0 90.0 +55.0 -84.8 +55.0 -74.2 +55.0 55.9 +55.0 59.1 CROSS SECTION - m O over 249116" +55.0 90.0 +55.0 90.0 +55.0 •66.0 +55.0 181.8 +55.0 -75.7 +55.0 59.2 +55.0 52.8 +55.0 57.7 (WITH I.G.GLASS) z under 20-13/16" +55.0 90.0 +55.0 90.0 +55.0 53.5 +55.0 -79.1 +55.0 -74.0 +55.0 57.3 +55.0 51.9 +55.0 56.8 Z 20-13(16"thru 255/16"' +55.090.0 +55.0 50.0 +55.0 90.0 +55.0 90.0 +55.0 -83.2 +55.0 -72.7 +55.0 54.5 +55.0 57.8 U) U 505/8" 25318"(Equal Lite) +55.01 50.0 +55.0 90.0 +55.0 90.0 +55.0 90.0 +55.0 -83.2 +55.0 -72.7 +55.0 -64.5 +55.0 57.8 iii it N W Z over 253/8" +55.0 90.0 +55.0 90.0 +55.0 -83.5 +55.0, -79.1 +55.0 -74.0 +55.0 57.3 +55.0 51.9 +55.0 56.8 iii ii 8 p o a = o under 24-15/16" +55.0 87.9 +55.0 -75.6 +55.0 65.7 +55.0 52.3 +55.0 50.0 +55.0 56.5 +53.2 53.2 +49.6 49.6 iii ,j Z W v N 61" 34-15119'thru 30-1/2"3 +55.0 -87.9 +65.0 -75.8 +55.0 -74.1 +55.0 -74.1 +55.01 -74.1 +55.0' -65.5 +55.0 57.5 +51.1 51.1 iii Ii SASH $ lY $ 5 co O w U 309116"(Equal Lite) +55.0 117.9 +55,0 -75.8 +55.0 -74.1 +55.01 -74.1 +55.0 -74.1 +55.0 55.5 +55.0 57.5 +51.1 51.1 VI518LE LIGHT iji ij HEIGHT .S W Z_ •� HEIGHT over309/16" +55,0 187.9 +65.0 -75.8 +55.0! -74.1 +55.0; -74.1 +55.0 -74.0 +55.0 55.5 +55.0 57.5 +51.1 51.1 = iIi ij under 253/4" +55.0 -83.9 +55.01 -71.7 +55.0 -62.0 +55.0 59.9 +55.0 57.8 +54.5 54.5 +51.3 51.3 +48.3 -08.3 SASH HEIGHT-3-9116' iii ji N m 253/4"thru 31-1/2"' +55.0 83.9 +55,0 -71.7 +55,0' 59.4 +55.0 59.4 +55.0 59.4 +55.0 54.5 +55.0 56.5 +50.2 50.2 63" 319116"(Equal Lite) +55.0 83.9 +55.0 -71.7 +55.0' 139.4 +55.0 89.4 +55.0 69.4 +55.0 64.5 +55.0 56.5 +50.2 50.2 �` FF over 31-9/16" +55.0 -83.9 +55.0 -71.7 +55.01 -69.4 +55.0 59.4 +55.0 59.4 +55.0 54.5 +55.0 56.5 +50.2 50.2 ii ii i w m S under 293/4" +55.01 58.3 +55.0 56.3 +52.11, 52.1 +51.5 51.5 +51.5 51.5 +51.5 51.5 +50.0 50.0 +46.4 -46.4 w 4 0 0 293/4"thru 36-1/2"' +55.0 -68.3 +55.01 56.3 +52.1 52 1 +51.5 51.5 +51.5 51.5 +51.5 51.5 +51.5 51.5 +46.4 -46.4 nZ z 73 363/16"(Equal Lite) +55.0 •68.3 +55.0 56.3 +52.1 52.1 +51.5 51.5 +51.5 51.5 +51.5 51.5 +51.5 51.5 +46.4 -46.4 v over 363/16" +55.0 58.3 +55.0 56.3 +52.1 52.1 +51.5 51.5 +51.5 51.5 +51.5 51.5 +51.5 51.5 +46.4 -46.4 under 313/4" +55.0 62.5 +50.8 50.8 +46.3 46.3 +45.2 45.2 +45.0 -05.0 +45.0 -05.0 +45.0 -05.0 +45.0 -05.0 ( .. 3 �:.,' .'.G 78" 31.314"thru 39" +55.0 162.5 +50.8 50.8 +46.3 -06.3 +45.2 -05.2 +45.0 -05.0 +45.0 -05.0 +45.0 -05.0 +45.0 -05.0 391/16"(Equal Lite) +55,0 -62.5 +50.8 50.8 +46.3 46.3 +45.2 -45.2 +45.0 1 .45.0 +45.0 -05.0 1+45.01 45.0 +45.0 -05.0 NOTES 'Y 'Trp-to4ip dimensions for flange Wndays shown.For fin windows or buck dimensions,subtract 1". 1)USE THIS TABLE FOR ALL WINDOWS THAT ARE GLAZED WITH GLASS - pTYPES B-J.NOT APPLICABLE WITH 1/8'ANNEALED GLASS(TYPE A). Overall sash height.For clear daylight height,subtract 3-9/16". - 3 Size range Includes the standard PrD-VIew(3-04er-2 configuration)for the given Window Height. 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR For overall sash Width,subtract 2-15118"from the buck dimension. HEIGHT DIMENSION SHOWN ON THE TABLE. A.LYNN MILLER,P.E. WI14DOW HEIGHT-SASH HEIGHT CAN NOT EXCEED 53'. P.E.1,58705 INSTALLATION DETAILS FOR FLANGE FRAMES CONCRETE/CMU CONCRETE/CMU PERANCHOR PER ANCHOR TYP,ANCHOR OPTIONAL ADDON EMBEDMENT REQUIREMENT INSTALLATION el 13 I REQUIREMENT � • TYPE OPTION 1 U EMBEDMENTAND 714•MAX 41 27 \ EDGE DISTANCE CURVED HEADER SHIM PER SUBSTRATE, INSTALLATION INTO WOOD EDGE 12 61 C10 ,/4 SEE TABLE 5, DISTANCE / 2X,SEE NOTE 2,THIS SHEET. THIS SHEET. (EMBEDMENT1 _------- "-" - TYP.ANCHOR .. TYPE, 38 ) EMBEDMENT �1/4•MAX1/4" EMBEDMENT 1 EDGE SHIMAX AND EDGE .. --------- /II DISTANCE —/ TYP.ANCHOR TYPE, HIM DISTANCE PER - —,— -- --- -- - 24 3j EMBEDMENTANDSUBSTRATE, - CS EDGE DISTANCE1 SEE TABLE 5, � I - 32-35 1.465" II THIS SHEET. �A,l II PER SUBSTRATE, 64 EXTERIOR INSTALLATION SEE TABLE 5,THIS as SHEET. OPTION 1 INSTALLATION r y OPTION 3 VISIBLE II STRAIGHT HEADER OPTION 2 VISIBLE LIGHT WIDTH v INSTALLATION ANCHORS LIGHT I LBUCK WIDTH THROUGH 1X BUCKSTRIP HEIGHT jl 61 INSTALLATION ONTO INSTALLATION INTO MASONRY. I30 WOOD 2X.NO ANCHORS ANCHORS DIRECTLY TIP-TO-TIP WIDTH I REQUIRED AT II HEADER. INTO MASONRY. HORIZONTAL SECTION A-A i! 29 EGRESS FORMULAS I 1/4'MAX.SHIM TABLE 5: #12 STEEL I (EQUAL-LITE) _ Anchor Min. Min.SELF-DRILLING Anchor Substrate 41 �, Group Distance Embedment WIDTH:TIP-TO-TIP WIDTH-4' SMS(GS),SEE HEIGHT:TIP-TO-TIP WIDTHO-6-5/16' �\ TABLE 5,THIS A 1/4"410 SS CreteFlex Ungrouted CMU,(ASTM C-90) 1314" 1-1/4" 2.751' 9 SHEET P.T.Southam Pine(SG=.55) 9116" 1-318" BUCK === VISIBLE LIGHT FORMULAS HEIGHT EXTERIOR USE EITHER INSTALLATION #12 Steel SMS Aluminum,6063-T5 min. 316" 116"° EQUAL-LITE LATCH(#29)OR ( — BOTTOM LOCK OPTION 4 Screw(G5) Steel Stud,Gr.33 min. 316" 0.0346(20 Ga)• WIDTH(SASH):TIP-TO-TIP WIDTH-5-1/16' TIP-TO-TIP 32-35 (#11).TESTED INSTALLATION B A36 Steel 316" 1/8"" WIDTH(FIXED):TIP-TO-TIP WIDTH-4" HEIGHT II UNIT LOCATION: ANCHORS P.T.Southam Pine(SG=.55) 1" 1-318" HEIGHT:(TIP-TO-TIP HEIGHT-7-1116')12 37 y II I.I 6-518"FROM DIRECTLY INTO 1/4"410 SS CreleFlex Concrete(min.3.35 ksi) 1" 1" II II 64 VENT END. METAL. VISIBLE II Ungrouted CMU,(ASTM C-90) 1314" 1-1/4" LIGHT II Ij 7 3 P.T.Southern Pine(SG=.55) 1° 1-3/8" HEIGHT DADE APPROVED MULLION,II 36 C 1/4"Steel Ullracon Concrete(min.2.9 ksi) 1" 1-3/8" II II II ALUMINUM,STEEL FRAMING OR EXTERIOR Ungrouted CMU,(ASTM C-90) I 2-112" 1 1-1/4" II II 11 STEEL STUD.SEE SUBSTRATE •MIMIMUM OF 3 THREADS BEYOND THE METAL SUBSTRATE. PROPERTIES,TABLE 5,THIS SHEET. NOTES 43 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON TABLE 5 OF THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2.254' 31 20 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 5,THIS SHEET.ALL WOOD BUCKS LESS THAN 1-112"THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 2X WOOD 2 1X WOOD BUCKS es ca ARE OPTIONAL IF UNIT 15 INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER.1X AND 2X BUCKS PRODUCT REVISED BUCKSTRIP, (WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE mPlyingwith the Puri& SEE NOTE 2, ENGINEER OR ARCHITECT OF RECORD. Building Code THIS SHEET. nccaptance I+ta (G-Os pL) 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSOCxpiretkm Dale rr�� REFERRED TO AS DAYLIGHT OPENING)Is l �! Revieed By: Date: Revision: MEASURED FROM BEADING TO BEADING. �'•.:p`"�,U.UI �%;, JR04/22/16 NO CHANGE By �� � •• .Miam' ade Product on !4'MAX SHIM �f-IJ,ii^•'•`1%? Revised By. Data: Revision: 1 �•' li=' NO ANCHORS CONCRETE PER _ i4D. GAG REQUIRED IN • - ANCHOR - ® Description: Drawn By: FLANGE . .. • REQUIREMENT FLANGE FRAME INSTALLATION DETAILS J ROSOWSKI FRAME SILL �),'•, ;�!r;TE )+" ;/1. 1070 TECHNOLOGY DRIVE Ulf.: Date: N.VENICE, FL 34275SINGLE HUNG WINDOW INSTALLATION 05/11/11 .... -t P.O. BOX 1529 VERTICAL SECTION B-B NOKOMIS,' FL 34274 Series Model; Scale: Sheer: Drawin No. Rev: A.LYNN MILLER,P.E. CERT. OF AIRH. {(29296 SH-200 NTS 4 OF 8 MD-SH2OO-01 C P.E.#58705 INSTALLATION DETAILS FOR FIN FRAMES EDGE EDGE DISTANCE DISTANCE TYP.ANCHOR TYPE,EMBEDMENT AND EDGE 114"MAX SHIM EDGE DISTANCE 114"MAX SHIM DISTANCE EDGE DISTANCE PER SUBSTRATE,SEE TVP.ANCHOR TYPE, TABLE 6,THIS SHEET EMBEDMENT AND EDGE 2X WOOD,SEE 2X WOOD,SEE NOTE 2,THIS SHEET 2X WOOD, DISTANCE PER SUBSTRATE, I� NOTE 2,THIS INSTALLATION EMBEDMENT SEE NOTE 2, SEE TABLE 6,THIS SHEET. SHEET OPTION 5 EMBEDMENT 2X WOOD THIS SHEET HORIZONTAL SECTION C-C 6 CURVED HEADER EDGE EDGE INSTALLATION DISTANCE DISTANCE �� SEE NOTE 2, - 41 ANCHOR(SCREW) G7 THIS SHEET 26 r 27 THROUGH THE FIN EDGE EDGE I } 12 61 `10 EMBEDMENT DISTANCE DISTANCE i I / T �9 ...111LL EMBEDMENT =_____ -- IJ 114"MAX SHIM 1/4"MAX SHIM 6 TYP.ANCHOR TYPE, I 38 EMBEDMENTAND TYP.ANCHOR TYPE, 1.465" EDGE DISTANCE II __=-__= _ INSTALLATION PER SUBSTRATE, EMBEDMENT AND EDGE 24 �' 36 SEE TABLE 6,THIS Ij DISTANCE PER SUBSTRATE, INSTALLATION =--_----- a 0& t� Ozt fn O 1 Dm D L7mN T m= m v .f 0 -xl m Z a1 m T I R z > o> = W m = �' r% Z O0 m m m ,� �.m m H m > n S °: a n b m a o 5 u a '• % m $ �' m °I m °1 s N �'= p Z, > �.d H 'lrt w q•a 2 N m 2 4 t'ii f v,.� 2 m 2 •. ^' m 2 Z O p p > m 0 2 U iO L m P m d �.+ a L° u m _ m T n - fxn 2 2 p N ry- S Q m m (� _ _ ^ t3• °i C j N y 0 p0 N <C N � ^ T 2 Z N Z Z y N a 9-, v N N N N N Above MR '� z o m C7 ° �, - N i' D m a n n D ��v Z x o a 3 N N N N N N Below MR Z m,-0 _`e p m m ' N N N N Above MR a p a D -4 Z. % 3 w N N Below MR "o, m x O O $ mm 9 A Z A �y m a fe a -n w N N N N N N N Above MR a y O T A tw F v a a N N w N N N Bebe MR Z n N N N N N y D 2 • 3 N W A N N N N w N N N W N Above MR a rr N N w p D m N {d 0'i 3 N N N N W N N w N N N W _ Below MR D I N N OT v ' N N w w N N N w N N N Above MR N o aN N N BebwMR m p Z _ w N N N ^N x W N N N N N N v N N N N Above MR �G 0 C N W W v N w w N N N w N N N W N N N w N N N N a Q N N N N N N N N N N N N Belox MR '0 pAbove MR 0 N a N W N B N N N N a w N N v R.1—MR D N Ab—MR a m N N N w N N W w N v w W N v B0ow MR10 m W • _ __ _^ N Ab—MR a N N N Below MR N Above MR 0 o m a w w N a N Below MR > w N N u w N N a u w N A w u w w W N a u N N w w N N W N N N Above MR a w C N N W u N w N a w N N w Below MR m-'3 L N W W N N w w N N w w N N W W N N w w N N w W N N 4 w N N N W N N N N Above MR a N N W w N N N N N N N BebW MR 0 S A a A N w wa N w a W a W N Above MR v 2 !f1 W N A w N a w w N a W N N w w N N 6ebw MR D <1 a N W A N N N Above MR 'n It w N Below MR m j m A w N N w N N N Above MR O bar K N N N u N N N N Below MR (1 w a N w a NN Above MR a u a N a w w N N xmmaw N N Belau MR D y S 71 yu w a w N w a N N Above MR 0 oz � T � a mm Oz".c:0 0 w N N a w N Below MR m w x� zx >mm0Op m oo u N N u N N N N w N Above MR 0 mAp zDpO� N u e x O N z N N N N N Belau MR n T 2 N N N N ov a u a N u a N N Above MR w a a u u a a w w a u N w a a a N W u A N u w u a o N a u N Below MR D u u N a w w N a w w N a w w W a u w N a w u N a u N N A w N N w a a N a N w N Above MR a s w u a w w w w a N W w A N u u a N u u a N u u w N w W u w w N N a a w N N N W Belau MR m w a N w a N w N N Above MR c w N N W N Below MR - w a N w N Above MR c 9 _ _ _ _ a w N N a N Belau MR a N W W N u N Above MR Sw„ N Belau MR m m Above MR a N Below MR o D N x mm !�x it m aural 0 0 �Zy 0*0 (7 x 0 v O w m> m xx H Revised By. Date: Revisbn: Drown 8y: CORRECTED SASH A`_•.e'T JR 04/22/16 HEIOHTRANOES J ROSOWSKI a ° Revleed W. Date: Ravlslon: Ororn Date: '�• 7i <.i''�•'T:?'�� 05/11/11 a ,a Z in z _ ANCHOR SPACING�:-•. _. o T p wp-`•':l ,�•� 1070 TECHNOLOGY DRNE Title: JI "••��%>• _ i N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION �o m _ - •'.��'` P.O. BOX 1529 NOKOMIS• FL 34274 Sedv/Model: Smla Sheatr D—,ng No. Rev. •�'�3, \` CERT. OF AUTH. 129296 SH-200 NTS 6 OF 8 MD-SH2O0-01 C 6 ANGLED/CURVED ANGLED/CURVED PRODUCTREVISED FRAME FRAME ,t camplyiag with dw Maid- ASSEMBLY ASSEMBLY Ouild"L 90°CORNER pmlf�o5Expirata '� 1 FRAME 90°CORNER ASSEMBLY "n, FRAME 3 rarDa k r naac;cnn ASSEMBLY 9 2, 21 3 co b ; 1'WEEP 3 1'WEEP O O NOTCH a3 NOTCH @ _ 'o O EACH END I j EACH ENO a `/ \` 50 51 m� J Z N j 2 5 o O c Q O afn W J ;❑ ❑ J o� MRERED FRAME 50 51 cn Q SO 51 U WITH FRAME MITERED FRAME a UJ WELDS AT WITHFRAME FLANGE FRAME 0 J c/)SCREW BOSSES WELDS AT SHOWN,FIN U J Z Q MMM SCREW BOSSES FRAME SIMILAR ASSEMBLY DETAILS FOR FLANGE FRAME CORNERS ASSEMBLY DETAILS FOR FIN FRAME CORNERS ASSEMBLY DETAILS FOR FRAME TO MEETING RAIL o < ad 1/2 NOM. _ 112'NOM. ❑ (n GLASS STACK GLASS STACK ED Z u Z — 1/4'AIRSPACE 3116"AIRSPACE (O § o 1/8"ANNEALED OR 3116"ANNEALED OR 114"ANNEALED OR 1/8"ANNEALED OR 3116"ANNEALED OR �— UJ TEMPERED GLASS TEMPERED GLASS TEMPERED GLASS TEMPERED GLASS 1/8.ANNEALED OR TEMPERED GLASS 1/8"ANNEALED OR N cn Z TEMPERED GLASS TEMPERED GLASS N I 60 IIII� 61 ll l 62 69 Ij I 64 Q ❑ O 40 j 41 II 42 II 43 ll II 43 it II $ O c° � = N )}I Ip I. _ o w Lu o r 318"NOM. Il' 318'NOM. IT 3/8'NOM. IIIA, 318"NOM. II II 3/8'NOM, j II m �` Z J = GLASS BITE II GLASS BITE Illj GLASS BITE Illi GLASS BITE II Ij GLASS BITE IIIA .� C7 m N 36 38 .S -� .5 w O Z .0 38 38 38 z o"U I=(n h 32-35 32-35 p�mN N t}7 J OLL> 1/8"GLAZING DETAIL 3/16"GLAZING DETAIL 1/4"GLAZING DETAIL 1/2"I.G.GLAZING DETAIL 1/2"I.G.GLAZING DETAIL =�m� GLASS TYPES A&B GLASS TYPES C&D GLASS TYPES E&F GLASS TYPES G&I GLASS TYPES H&J x' 7 0 0 0 do 0 0 ALUMINUM o� Z SILICONE HOT-MELT BUTYL REINFORCEMENT POLYISO- DESICCANT FILL AREA U STRUCTURAL BUTYLENE SILICONE SEAL 5/16"NOM. •'•� Ll'i•;iy STRUCTURAL 3116"NOM. 5/16"NOM. 1!4"NOM. FOAM SILICONE SEAL :"`'• ' POLYISOBUTYLEN WITH BUTYL& ROLL-FORMED �� •''I_Ng� i•� WITH DESICCANT DESICCANT DESICCANT STAINLESS STEEL FOAM 7 EXT.GLASS I EXT.GLASS EXT.GLASS _ r-1 Sf'�• EXT.GLASS / • n '. _757T mEoF INT.GLASS INT.GLASS INT.GLASS ^ FL ORIDH.•' ": INT.GLASS ';�}S'•, ...... •lL;:. 32 KODISPACE 4SG TPS 33 SUPER SPACER®NXTTM 34 DURASEAL®SPACER35 XL EDGET"'SPACER ,A.'IYN'N MILER P.E. I I P.E.tf 58705 Item PGT PGT Part# Description # Dwg.# -T 2.000" 1 2703E 62703EW Flange Frame Head 2 2751B 62751 BW Flange Frame Sill 2.000• .962• 3 2781 62781W Flange Frame Jamb 238" 050" 9 .062° .062" 1.125" 4 2713 62713BW Integral Fin Frame Head '500" 2.600" osD 2.DDD 5 2714E 62714EW Integral Fin Frame Sill .oso" I 1 6 2782 62782W Integral Fin Frame Jamb 869" 500" TT 062" 7 2706 62706DW Sash Bottom Rail -L 050 .062• J - ---��.1" 8 2707 62707CW Sash Top Rail os2 osz 9 2739 62739W Fixed Meeting Rail soon+ 050" 052" os2 10 2709 62709CW Sash Side Rail 1 FLANGE FRAME HEAD I 2.056• .050" 062" �- O 6063-T6 ALUMINUM 1 11 27408 742740AW Sash Bottom Look O FLANGE FRAME SILL FLANGE FRAME JAMBO INTEGRAL FIN FRAME HEAD 12 .2785 62785W Sash Stop 2 6063-T6 ALUMINUM 3 6063-T6 ALUMINUM a 6063-T5 ALUMINUM 13 134 66615 Addon Flange 20 1228 1 61226DW Vinyl Bulb,Flex PVC 70 21 1662C 71662CW Head/Sill Gasket,Polyethelyne 22 1270 7PAD118 Open Cell Foam Pad 2.056" .976' 3225" 23 2772 72772SHK Fixed Meeting Rail Plug Gasket,Rigid PVC1 oso° .125' { oso^ J 11.187 I4► I 050" 24 4066 64066G Wstp.,187 X.230 Fin Seal I - .062 25 2784 72784W Sash Side Rail Gasket,Pol ethel ne z.000° 1.eo7" 1.8 38" Y Y os2• 26 1078 7121UM Balance Take-out Clip 975. 050^ ►{ 1 1.229• .oso^ 27 Varies per Size Balance 1.12 5 .050" - .062" ADDON FLANGE 28 2711 4280OW Sash Cam,Nylon .975° f 062' 13 6063-T6 ALUMINUM 29 1096 71096W Sweep Latch,Zinc oF 1 so 1 { .062" 30 1018 785BWW #8 X.625 Ph.Fl.SMS Latch Screws 2.056" -�{ 926 0sa" .800" �- 31 1267 71267N Setting Block 1/8"X 1/2"X 1",EPDM O INTEGRAL FIN FRAME SILL O INTEGRAL FIN FRAME JAMB O SASH BOTTOM RAIL O SASH TOP RAIL 32 See Kommerling 4SG TPS Spacer System 6063-T6 ALUMINUM 6063-T6 ALUMINUM 6063-T6 ALUMINUM 6063-T6 ALUMINUM 33 Sheet Quanex Super Spacer nXT with Hot Melt Butyl .062• 34 7 for Quanex Duraseal 35 Materials Cardinal A-Edge Spacer 062- 36 Sash Bottom Lock Spring es5 �- 1.582" 1.187' 37 Screen Cloth,Fiberglass ,062- .050° 035" 826" 38 Dow Coming 899 Silicone Glazing Sealant 874^ 40 1625 616258 Glass Bead(1/8"Glass) II _.{ •926' r- 062" 1 157 41 2719 62719B Glass Bead(3/16"Glass) w 1 1.010• 12 AO 42 1263 612638 Glass Bead(1/4"Glass) O FIXED MEETING RAIL 0 SASH SIDE RAIL 11 SASH BOTTOM LOCK RAIL SASH STOP F3:OD[1Cr R5VwitISED 6063-T6 ALUMINUM 6063-T6 ALUMINUM 6063-T6 ALUMINUM 6063-T5 ALUMINUM e;complying h dx Flwida n. 43 1253 6VT48B Glass Bead(I.G.) cc pt & I�o' _.$,r, 50 781PQA #8 X 1"QUAD Pn SMS flapirazinn Daze Q.2_ 51 781 PSTX 48 X 1"Sq.Pn Twin Fast SMS-410 S.S. ": Revised ey: Date: Revielon: 52 1184 781LHPQA #B-15x1 LHTwinfastScrew Zinc ,�":.-•• ••••. JR 04/22/16 ADDED IGSPACE RS Mist neaer"oa�tc 53 1188 781LHPQX #8.15 x 1 LH Twinfast Screw Zinc(S.S.) _ Revised ay: Date: Revrslon: 54 78X1PFTFUA #8 X 1"Ph FI u/cut SMS 55 78XIFPAX 1#8 X 1"Ph FI-Stainless Steel Down s m De siphon: Y L 1/8"Annealed or Tempered Glass _: BOM&PART DETAILS J ROSOWSKI 3/15"Annealed or Tem ered Glass ,;;r:.p 1070 TECHNOLOGY DRME TiDe: Dote:1/4"Annealed or Tempered Glass :^"- : •} N. VENICE' FL 34275SINGLE HUNG WINDOW INSTALLATION 05/11/11 ' P.O. BOX 15291/8"-1/4"Air-1/8"An.or Tem .I.G. ;:, .p NOKOMIS,FL 34274 SR /MdlScale: ShseL• Drawing Na. Rer.1/8"-3l16"Air-3/16"An.or Temp.LG, A.i114N'458705 P.E. CERT. OF AUTH. #29296 SH-200 NTS 8 OF 8 MD-SH2O0-01 C P.EJt 56705 C SCIS Home I Log In ? User Registration Hot Topics `: Submit Surcharge Stats&Facts i Publications i RBC Staff BCIS Site Map Links Search 7 NiProduct Approval ' Public User Y Product Approval Menu>Product or Application Search>Application Lis[>Application Detail FL# Z61R`1i0� Application Type R Code Version 204 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer GT I_ndustri Address/Phone/Email 1070 Technology Drive North Venice,FL 34275 (941)486-0100 Ext 22318 druark@pgtindustries.com Authorized Signature ]ens Rosowski jrosowski@pgtindustries.com Technical Representative )ens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941)486-0100 Ext 21140 jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Indows Subcategory Mullion Compliance Method Certification Mark or Listing Certification Agency Miami-Dade BCCO-CER Validated By Miami-Dade BCCO-VAL Referenced Standard and Year(of Standard) Standard Year TAS 201, 202, 203 1994 TAS 202 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 05/24/2016 Date Validated 05/25/2016 Date Pending FBC Approval Date Approved 05/25/2016 Summary of Products FL# Model, Number or Name Description 261.1 Mullions for All Doors and Windows Aluminum/Vinyl Mullions Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL261 R10 C CAC 16-0218.03.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 05/26/2021 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL261 R10 II 16-0218.03.1)df (NOA)for product performance information,and mullion clip Verified By: Miami-Dade BCCO-CER anchorage details. Created by Independent Third Party: r Evaluation Reports Created by Independent Third Party: Back Nezt Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses and public records.If you do not want your e-mail address released in response to a public-records request,do not send -electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.'Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: EOr a C;r d t Card Safe M IAMDA,DE 14IAM1-DADS COUNTY EfA.'kJKZE PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTIUTION DIVISION T(786)315.2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.minmidade.Qoy/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued tinder 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 Maving Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami-Dade County)and/or the AHJ (in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami--Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone.- DESCRIPTION: Series"PGT"Clipped Extruded Aluminum Tube Mullion—L.M.I. APPROVAL DOCUMENT: Drawing No. 6300J11, titled "hnpact—Resistant Aluminum Tube Mullions", sheets 1 through' 25 of 25, prepared by manufacturer, dated 08/29/11, with revision B dated 10/10/14, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section, LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/scries, 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 terininate 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 Miaini-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 and renews NOA#14-1105.01 and consists of this page 1 and evidence pages E-1 and E-2,as tivell as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NO i1 No. 16-02.1,8-0.?= MIAMI•DADE COVNTY Expiration Date: May 2{,?021. . Approval Date:April 14 Pago 1. PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 10-08.19.05) 2. Drawing No. 6300JR, titled "Impact-Resistant Aluminum Tube Mullions", sheets 1 . through 25 of 25, dated 08/29/11, with revision B dated 10/10/14, 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 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 ATOA No. 10-0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010 and with FBC 5"1 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. Hanue a ez,P.E. Product Cont of amiuer NOA N . 6-0218.03 Expiration Date: May 26,2021 Approval Date: April 14 2016 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5", Edition (2014), dated February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. G. OTHERS 1. . Notice of Acceptance No. 14-1105.01, issued to PGT Industries, Inc. for their Series "PGT" Clipped. Extruded Aluminum Tube Mullion — L.M.I., approved on 02/12/15 and expiring on 05/26/16. :i ManueZ—' -�0218.03 P.E. Product Ccntriner NOA No Expiration Date: May 26,2021 Approval Date: April 14 2016 E-2 SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES: W IQ NON-IMPACT NOMPACT 08 LARGE AND SMALL I . i)DETAILS SHOWN ARE FOR THE MULLION ONLY,ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE MISSILE IMPACT-RESISTANT PRODUCTS FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION 13 UNIQUE AND SHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL 1X OR 2X WOOD SUCKS IF USED, GENERAL NOTES ............. INSTRUCTIONS...............................1 0 MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. ELEVATIONS...................................1 FIGURE 1: MULL TO 2X WOOD_........... 2 —OPENING WIDTH FOR VERTICAL MULL ARCHES 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS MULL TO IX&MASONRY 2 MULLIONS INSCRTBFDRISIUE HAVE BEEN TESTED AS*FREE-FLOATING*AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT INSTALLATION NOTES...................2 -RECTANGULAR NOT HAVE A GAP OF MORE THAN 114'FROM THE CLIP. MULL 10 MASONRY ...........3 SHAPE MULLTOSTSELSTUO...... 3 SHEET$24 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULL TO MULL...............................3 DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U180,THE 113 STRESS INCREASE WAS NOT USED ANCHOR SPECS............ 3 U) SAY MULL CLIPS....................4 (f) IN THIS ANCHOR EVALUATION.THE 1.0 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS,-I4 IJ SAY MULL INSTALLATION-.......... X 2 X A25 MULL SPECS............6 _j _j LU 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND 15 BEYOND THE SCOPE OF THESE 11 X 2 X. MULL SPECS ...........6 INSTRUCTIONS. I X 2.75 X.376 MULL SPECS—_—T 11 X 2.75 X.65 MULL SPECS_.........,8 Z 0 SEE DETAILSIII 1111J, .500 MULL SPECS...._..9 W r) 0 '%I I X 3.126 X 5)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND cc ATHRU G; SEE DETAILS DER I X 4 X.i2S MULL SPECS...............10 SHEFTS2_3 ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPLE UNITS,CONSI :3 (D to L I X 4 X.376 TUBE MULL SPECS....1t ONLY TWO ADJACENT UNITS AT A TIME WHEN USING PRESSURE AND ANCHORAGE TABLES.THE LOWEST DES I X 4 X.376-r MULL SPECS._.....It _j A THOU G; DESIGN Z, SHEETS 2-3 PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. I�25 X 31138 X.205 MULL SPECS_`12 I III _j 6 it OPENING 1.25X125 X.100 MULL SPECS 13 LLI VERT. HEIGHT SIZE SHOWN ON THE TABLE(S). 1.25 X 3.25 X.624 MULL SPECS .14 MULL 6)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT 1.25 X 3,94 X.D24 MULL SPECS--15 L3 T B FOR z 11 9 M LENGTH HORIZONTAL �RS MUST 2X4X,25 MULLSPECS SPECS...._....._..,_16 UL 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHE MU 2z SEE DETAIL E, 2 X 6 X.25 LL SPECS 17 SHEET3 BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE ANCHORS SHALL BE COATED OR CORROSION RESISTANT 1.26 X 2.11 X.125 MULL SPWi-,18 U.1 AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT 30'X 3.25 BAY MULL SPECS_._....19 :z i-- Q 0` REACTIONS. 45*X 175 BAY MULL SPECS.........20 Q 0 z Z: MULLION&CLIP DIMENSIONS 2123 Z tl - C) N, FENESTRATION 6)REFERENCE:TEST REPORTS:FTL-6443,ELCO ULTRACONtAGGRE-GATOR NONS EXAMPLES I&2............................24 cn -10 t LOADING EXAMPLES......_..............25 U5 . LU , E OF ANY TYPE. MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING Lu 9) Z� MUST BE CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH IL W MANUFACTURED PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS� C) (D By PGT. < 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. .C)M.W SEE DETAILS HORIZONTAL 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING z 0 ol MULL SHEETS 2-,3 WIDTHIHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NON LENGTH HORIZONTAL MULL LENGTH INSTRUCTIONS: ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 11)DETERMINE THE DESIGN PRESSURE REQUIREMEN71LBS1FT')FOR THE OPENING USING THE ASCE-7 STANDARD. MULL 1--HORIZ.MULL LENGTH—i 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. LENGTH Ii 3)REFER TO SHEET 26 TO DETERMINE IF THE WIND LOADING IS-RECTANGULAR-OR-TRIANGULARRRAPEZOIDAL'. Ope -THROUGH 20 RESPECTIVELY,USING FR(A)UurRcvisrt) 4)FIND THE CHOSEN MULLIONS MULLION CAPACITY FROM TABLES IA THROUGH 16A,ON SHEETS 5 ns complying with the Florida. HEIGHT HT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HOR17ONITALLY),THE U�jjdi.a Coft FOR OBTAINED IN AIN plw-N`> THE MULLION TYPE,LENGTH A14D OPENING WIDTH OR HEK3 OPING MULL VERT. MULLION CAPACITY(LBSfM)OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBSiFT21 FOR THE OPENING OST HEIGHT LENGTH MULL MULL STEP 1), 13,pirmiml>mr, M j __lLt- By LENGTH 5)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED LBS).THIS VALUE ?Md.Cl L IL _j REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY TVIE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. Miami NO _j,oPENll_WIDTH 6)FROM THE ANCHOR CAPACITY LLBS)TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE LYNN SINGLE MULLION �M. INGI:EMULLIO ORVERTvCALMULL :,\\\O,.. ....... ... 7jt el ANCHORISUBSTRATEfANCHOR-CLIP PATTERN MAY APPLY) SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT REQUIRED ANCHOR OPENING WIDTH ORVERTICALMULLL CAPACITY IS MET. v SEE CORRESPONDING DETAILS MULTIPLE MULLIONS R THE NO.5VI705 s FROM FIGURE I ABOVE 7)IF THE MULLION CAPACITY(LBSIFT-)OBTAINED IN THE TABLE 19 HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LUSIFT- FO OPENING,YOU MAY USE THE"ANCHOR CAPACITY ADJUSTMENT FORMULA"TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS 5: VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE STANDARDS USED; 8)VERIFY THE DESIGN PRESSURE RATING(LBSIFT-)FOR THE FENESTRATION PRODUCT To BE USED AND COMPAREWITH THE FINAL MULLION • -2014 FLORIDA S_UjLDjN(3CODE(PBC),5TH EDITION E LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION 0 s TE r. CAPACITY(LBSIFT-)OBTAINED FOR THE MULLION SYSTEM,THE RATION 4ORID.... -ANSIfAF&PA NDS-2012 FOR WOOD CONSTRUCTION PRODUCT ASSEMBLY. ......... -ALUMINUM DESIGN MANUAL,ADM-2010 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT, A.C�,N I •AISI-SlM-07/S2-2010 FL Pvp 58705 DETAIL A: DETAIL B: MutuDN08 ° MULLION TO 2X WOOD BUCK —MULLION MULLION ATTACHED TO 1X aucKSTRIP TYP.srCttDR ° OR WOOD FRAMING WOOD BUCK AND MASONRY AND PER SUBSTRATE, ATTACHMENT SEE SEE TABLES 18.188 {OFFSET CLIP SHOWN} (STANDARD CLIP SHOWN} BrD7xERs, SEE NOTE 1, t MULLION I SHEET t___. �� •1 _ — $•S S p� i I I I Z C'N i SEE SHEETS 'e nje I { h11N 2,7 KSI ••..'• EDGE O EITHER THE 21.23 FOR HOLE d 4 I 1 CONCRETEORCMU• �_`1 DISTANCE, -1 LU STANDARD OR i LOCATIONS n i' 1 .I SEE SEE TABLES y OFFSET MULL a EDGE I o m 1 I EDGE DISTANCE 10.168 Q'a V1 CLIP MAY BE 1 DISTANCE 3,,/ a i n ,r—FOR MASONRY w Q a U INSTALL BY FOR WOOD I I ANCHORS ED W O H THIS h1ETHOD. SCREWS SIDE VIEW DO J a .250'MAX FOR a ALL MULLION$ 4' �� �•., 0 _.I EITHER J.EL }= 4 STANDNiU 6 m mac` OFFSET Z a B} n '4° CLIP MA2a EXTERIOR e a n NSTALLEZ^ HISD J EDGE `L••• - Q Z ,- �}• DISTANCE F �' n FOR n° Z Z Q Oa O n a MASONRY THE OFFSET CLIP IS ANCHORS RECOMMBNDEOFOR XTERIOR °4 FIN-F EAMEDBUTv) —' WINDOWSR, MAY W Q ALSO BE USED FOR t— OTHER FRAME TYPES. (~J Z Q y a.g. > A d m0m0 TYP,ANCHOR 5i TYP.ANGNOR PER SUBSTRATE, L' v'i d�a"� YYP.ANCHOR PER SUBSTRATE. SEE TABLES 1Bd68 PER SUBSTRATE, SE£TABLES%%B / SEE TABLES iB•16B ' QS;ANCE BUD STRIP SEETABLES AND EMBEDMENT BUCKSTRIP 18'160 r , ATTACHMENT AND EMBEDMENT' BYOTHERS. SEE NOTE 1, ATTACHMENT " ,.. SHEET 1. BY OTHERS, ' SEE NOTE I, , SHEET 1. + MIN 2.1 KSI CONCRETE OR CMU SIDE VIEW FRONT VIEW PRODUCT scomplying vYu�Ft«i tt Uding C de FRONT VIEW AaaptanceNo Ex$aUonDate a0124 INSTALLATION NOTES: 1ByMiaild daTrodud 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. III 1 1 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION \`�� OQC)1`(�•!Df A%!(�6���� ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE �,.�• LCFeISF '.,9 CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE ` v FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. 1c:' t ' ••,if 1 NO.55705 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. 4)WOOD FUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. r•i�.•• (j •"' S n li OF yJ 5)FOR MASONRY APPLICATIONS INMIAMI•DADECOUNTY,USE ONLY MIAMI-DADECOUNTY APPROVED J� 'r•'•.rLpiktON,•• Cj` ELCO ULTRACON OR ELCO 114"S,S.AGGREGATOR MASONRYANCHORS. '����li��S�rJ1VAl•`fGC\i`` A.LfNNIMILLER;P.E, FL P.E,#58705 DETAIL E: a � DETAIL C: I—.12E Mw. MULLION TO MULLIONnM = MULLION DIRECTLY ATTACHED TO INTERSECTION NOTES: 5 MASONRY STRUCTURE MULLION (U-CLIP) 1)MAY BE INSTALLED IN"TEE"OR"CROSS- HO o (STANDARD CLIP SHOWN) c INTERSECTIONS. u VARIES of U 2)MAY BE INSTALLED HORIZONTALLY j TYP ANCHOR (SHOWN)OR VERTICALLY. [OFFSET THE I 1 —PERSUBSTRATE, `'• N D OR SEE TABLES 1B-13B 3)SEE U-CLIP DRAWINGS,SHEETS 21-23MULL I V BE I FOR CORRESPONDING MULLION. (nD BY I EDGE DISTANCE TOP VIEW HOD. I 11 I r-FOR MASONRY MULLION 0 W ANCHORS VMIES-I--i J W 912 STEEL SCREWS, z SELF.DRILLINGORPRE-DRILL K ffi w MULLION AND USE SMS m m O o Q m EXTERIOR -MULLION rZ J 0 EDGE DISTANCE THE OFFSET CLIP IS `' FOR ANSONRY RECOMMENDED FOR ` z ANCHORS FINTRAMED LINTERSECTION !P g 7 WINDOWS,OUT MAY U-CLIP "W d ° ALSO BE USED FOR I-'oZ 6 OTHER FRAME TYPES. EXTERIOR J (n TYP.ANCHOR '.d FQ- Z Q o PER SUBSTRATE, d SEE TABLES 1B-13B V Q O Z N TVP.ANCHOR SEE SHEETS 21-23 FOR F-. p u� BUCKSTRIF PER SUBSTRATE, HOLE LOCATIONS Q oR oe / AND / I SEE TABLES 1B•13B FRONT VIEW EDGE w —1 ATTACHMENT DISTANCE BY OTHERS, I- EMSEOMENT SEENOTE I, SEE TABLES F U) J SHEETI. 10-1J6 Q Z ¢Z 0 - - _ DISTANCE a s' ao 10 MIN 2.7 KSI CONCRETE OR CMU SEE TABLESma. MIN 2.7 KSI CONCRETE OR CMU 18-13B SIDE VIEW m �� FRONT VIEW SIDE'VIEW DETAIL D: MULLION ATTACHED TO STEEL STUD (STANDARD CLIP SHOWN) INSTALLATION.NOTES: STRUCTURE FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. LOCATION - 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. TYP.ANCHOR F PER SUBSTRATE, ` SEE TABLE518.138 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION SEE SHEETS 0. PRODUCT REVISED °'• :� ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE 21-23 FOR as c ,plylog Hith the Florida CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE HOLE S Huilding Code Acttplallcc No�"dl•1$•6'7j `\ -MULLION 3)ANCHOR HEAD TYPE MAY BE PAIJHEAD,HEXHEAD OR FLATHEAD. 0 Csp;r"i 1Dnle B Y 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C.SHEET 3. Miran'IYado ct 5)FOR MASONRY APPLICATIONS IN MIAMI•DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED EDGE L1 l SEE TABLES D STANCE ` L(LY ELCO ULTRACON OR ELCO 1!4'S.S.AGGREGATOR MASONRY ANCHORS. FDR STEEL sTuos THINNER THAN q FRONT VIEW 15 GAANDCOMPLIANTYIITHTHEFLBUILOING 1H-1JB �t'.•'�10ENSE CODE,A 2X WOOD BACKER MUST USED. ;• �( ATTACHMENT BY OTHERS. EXTERIOR USE WOOD ANCHOR SPECS SIDE VIEW - NOTES: _ '• // '1f��1�_ 1)FOR 2X WOOD-BACKED STEEL STUDS,WOOD : •.('` �'F��, •LU ANCHOR VALUES MAY BE USED. 2)SEE CORRESPONDING MULLION TABLES, ) �L SHEETS 5-20,FOR QUANTITY OF SCREWS. A.LYNN AI JLLEA P.E. FL P.E.#58705 DETAIL F: DETAIL G: DETAIL H: FIELD-MODIFIED MULLION CLIP ANGLE MULLION CUP BAY MULLION INSTALLATION a gG1$ (F-CLIP) (ANGLE CLIP) (ANGLE CLIP) ��o� ° SEE DETAILS A-E. 90•OR 45' 6z v SHEETS 2 AND S FOR INSTALLATION BAY MULL TO SPECIFIC SUBSTRATES. N MULLION (1) ym }- 0 O Z O O O I~LI O O a o 0 O w O 0 TOP VIEW cq I w U O SIDE VIEW TOP VIEW o F- M SNpWN WITH VX 4'X.125! z I I I I }_ � J MULLION TYP-ANCHOR >� O EXTERIOR I PER SUBSTRATE, �SEE TABLES ISB OR j TYP,ANCHOR I I i EXTERIOR 6 Z STANDARD MULLION CUP I PER SUBSTRATE, I I r MODIFIED TO PCT FIELD SEE TABLES 18.14D O I I I Q ? �- CONDITIONS. I I I 2'X WANGLE CLIP, I- Z Q N b 2 PER MULLION END,MUST BE Q 4 r INSTALLED INSIDE OF BAY MULL. $CO B a r MULLION I Q� ii I 2•X5'X.12ANG , I I 1 2 PER E'IN OEND. co cn \� I I I MUST BE'INSTALLED 0_� z Bm0 ` I II I INSIDEOFMULL �_n € m� I m O� f 1 I TYP.ANCHOR b .PER SUBSTRATE, SEE TABLES 18.140 INTO WOOD, STEEL'ALUM 7 INTO WOOD,STEEL, STANDARD CLIP TO BE EXTERIOR OR MASONRY EXTERIOR .ALUM.CMU OR MASONRY MODIFIED INFIELD. 1 EXTERIOR~ OE '' �•- asT c spying with theFlorids Ruilding Code tNTO WOOD.STEEL, ~� f AcwPiMce No�'�021&' ALUM,CMU OR MASONRY 1 O P.XpiroliBn Dale 2� EDGE 17y DISTANCE PER MH111i)ode Product 1 ANCHOR EDGE f—� pISTE�- �' -C*�-—� NOTES FOR INSTALLATION OPTION G&H: PERANCHOR ' 1)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION. �� �1GEIJSt: f NOTES FOR INSTALLATION OPTIONS F: 'T 1 DETAtC:�IS NOT APPLICABLE FOR THE$AY OR 1.26-X 2.i 1'X.125 MULLION. 2)DETAIL G:SEE TABLES 1B-14B FOR ANCHOR QUANTITIES AND SHEETS 21.23 FOR HOLE _ I.D."Il"705 } LOCATIONS. 2)SEE TABLES 1B-138 FOR ANCHOR QUANTITIES AND SHEETS 21=23 FORHOLE LOCATIONS. ' 3)DETAIL H:SEE TABLES 15B OR 16B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE LOCATIONS. =:O 3)THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. }<•.'•, AI.OItRI1T'�•'•�C ii FL P.�.�#44�R P.E. 58705 TABLE 1A ® R5 � ' Mullion Capacity Table Ibef e) 5 ptinl g VJic th(lor #W6 .1SRmrtIl g MuCom)or Opening Height(lorho7i2ontaky-spamtng MtAiom) 501n - 00 In C4761n-+='' 1 (""Vd�'801n"`;jT� 1 90 In 1 IOD In 1201n 1401n wain RectangJter TmpR+ieng. t?aMnngvia� nepnIneg. R-10p)4 r Trap'Tdang. Hwengos" TSnpn.ne Reciengomr 4ap)T7tenp. Rot 91A Tmprrdang. Roalengnw TSeprTdan9. Rectangular Mojo Ing. RacSangiar Tmp7Taetg. a o: w 1X2>.12 LOedina Loedln0 Loading Loan Loafing Leadg Loading Loading I.-Ina Loading Loodin9 Loadn9 L-fing Loading Loading Leading Lood nB Loading e� U Alain:TU17e..-:' !" - .✓u .� .'k' .' .tf .F u MuIIIoR rD,' _ _ " gs a g # 4 N II t9 3 3 6 8 81 s3 8 3 S 6 3 b tE 3 b c cR 3 6 S G 3 S 3 3 - m s s $ 4 s. s1 P� a E � $ 1sE s g. t z �'x ai o 42 In 111.0 408 129.6 332 93.2 400 115.5 325 79,8 408 107.8 321 69.4 400 104.4 319 82.1 408 104.0 119 55.0 408 1114.0 319 46.0 498 104,0 319 39.9 400 1D4.0 118 35.0 408 04,0 119 J t33 481n 74.0 312 03.8., 268 62.4 312 13.4 252 53.5 312 61.0 248 46.0 312 632 246 41.6 312 01.3 244 31.5 312 IIIA 244 31.2 312 61.0 244 28.8 312 el.. 2M 23.4 312 61.0 244 S .6,II-825:M7�A3.9 281 70.8 234 163.2 1 201 61.6 228 45,8 261 55.7 1 224 1 34.9 28t 52.1 222 35.5 28t 601 220 31.9 1 281 49.3 219 28.8 1 281 49.3 1 2le 22.8 281 49.3 259 206 1 281 49.7 1 2i9 W 0 c ts 52.8 247 Si,5 207 43.9 247 49.6 202 37,6 24T M.8 199 32.9 247 41.5 198 20.2 247 34.4 IN 26.3 24T 38.4 193 2t.0 247 38.1 103 18.8 247 58.1 141 18.4 247 18.1 193 c 60In 38.4 2011 41.2 170 77,0 200 35.4 166 27.4 200 31.5 163 24.0 200 20,9 180 21.3 200 27.1 169 18.2 200 26.9 157 18.0 200 25.0 156 hNA'A.- DP_) 8335.3 iS5 27,6 181 30,3 152 25.7 t8t 26.9 149 20.7 181 24.5 146 18,4 181 22.8 14416.8 I8t 2L7 143 66n 20.8 165 J0.6 142 24,D 165 28d 179 20.6 185 23.1 130 18.0 165 21.0 154W72 in 22.2 139 23.3 120 18.5 139 19.9 11B We 130 17.5 lieILLN78In 18.0 526 19.7 100 15.T 125 18.8 007 Q 70 In 17.5 118 10.2 1W Z Z)TABLE 1B ANCHOR CAPACITY ADJUSTMENT FORMULA: FQ- �Anchor Ca acl Table iba ANCHOR CAP,.„,.„. � ,N-80strale 2.7X Cencrelo 3,5k Cony. 1101-CMU FYIed CMU PT Wood Melel ( XC >=ANGHOR CAP,"„ [n • MULLION CAP„K„� (U 5+Y6•Eko 114'SS Eko 5718'Elco NY SS Eieo 910 Steel 612 91ae5 912 Sted X x `1' Anchor Clip Pat(emn AtKhor TYK' 3+59•Ekv U'trewn 114-Eke Uitracan Y161 Eke Nvecon Std'Eko t9b9am 9gmGator So- Suvew(115 USE THIS FORMULA TO OBTAIN THE"ANCHOR ulvxon a99recalor unroaan n ) 1 N (!) cin Eags Clston4a on) 1" 2-+a" +' 21111• Y1f8• r 2.ia• v 2-1a" 2' 3-uB• 2• ma. 0.54• 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN X 4 Embednml(M 1.14' 1314• 1-374• 1.314' 2 1-114' 1.14' 1-114" i-114• 1.5/4' 1-114' Y 1318 7319' +edea ACTUAL PRESSURE REQUIREMENT FOR THE Q r 2 AIa:Iwm�4.75' Z Min,C.C.1Smr,dvdor OIT3MPg(Fig.1T 390 toe 390 Ibf 4501ba 8901b4 1648 roa 270 lbs 200 lbs 354 W. 7401011 374 Ili W41ba 9461be 3450rt 442165 560lbs OPENING,WHEN IT IS LOWER THAN THE MULLION d m i:d 4 Anoh-0LIT MSn.G,C./Sia,Mad(as(SA34t)C'+p{Fq.2)• 4W)bo 700 Ysa NIA wA wA WA 3801b. wA WA WA WA wA saz lbs 6as5bs ltzo ma CAPACITY(FROM THE TABLE)OF THE SELECTED � N �a�� 4 Mnh014 J'Min.O C.1(2)245 Angle plpa 7(Fip,]T TBA ibs 1901n5 sing ma 150D 1n5 1e90 Iba 549 nn SSD 11-11 wA 76o B.a 748 5oa sea IDa iB02lba 662 611 hes Ib4 1t2o roa MULLION.IT WILL YIELD A MINIMUM ANCHOR i 2 nnchvm 1BJ 0.85•Min O.C:t U42p,tnl9.12S Aunt(Fq.4). WA WA wA WA win WA NIA MA NIA WA win WA wA NtA 115 Ybs CAPACITY WHICH MAY BE USED TO QUALIFY 1 Ancna1F-CBp(FI9.5) 19s IUs 195 lbs 225 im 445104 8221-3 135 Iw 140Ibs +77 IW 3711 los t87lb" 332 lba 47311-11 +Ta 11-11 2z+11-4 z5D ros ADDITIONAL ANCHOR OPTIONS FROM THE 2 Authors 40 1.15•Si'ni.O,Ct FLTSo{KiO.6g 249 WS 14D ma WA win wA wA Y80 lbs wA wA wA WA win 341 Iba 44211-11 56011,3 ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE 7HE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: TABLE NOTES: .�.��� * PROOt}CG REVtSL•D • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. as cnn)p)ying 5vIlh 4u.FltxidA SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. --( 1.000" �- nuildingCodc w lam)$ Acecpim)m ND ` 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. r Ex inti DaSo FIGURE 3: I BY 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. Miam�Vrodut a HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.000' FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE, IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM 70 ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED '125' \�� N(LY;dN,?I41jlFR FIGURE 4: FIGURE 5: FIGURE o: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOO D SHALL BE PRES$URETREAED � .11 � '�}F+LI)SC YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF,125' ' 'r THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEELTO BE AT t•X 2"X.125"MULLION _ -j"t p)O.SCT THE MA ERIAL.#0&N 2 ANCHORS INAND A36. 070REW THREADS BEYOND WOOD MAY BE STEEL,18-B S.S.S.S.OR 410 SRS INTO METAL SHALL EXTEND AT LEAST 3S / ur C?� rLORtDF t4vf4�12R? A.LYNN E. FLP-E.#58705 TABLE 2A Mullion CapacU Table ID7ltttz Open Ing WlAn(Ior{elUCafiy9panring mUllons)orOpening HelgInt(for horizonWAy-sporTVlg In no nu win 70.in min 20In imin i2aN 14014 1w 1n {x1 0. Rea:grgula Trep/Tdarg. R4..t:du:er T+op'fda7g. R00%, algr Trg 0aeg. P.0ongutar TrapRdo4g RC4lgrgulgr TrapRdam Rectangular TrapTdarg. RlCIg11Bu1dI Trap?4arg Ratwular T1ayTdgrg. Filwogulai T,a,Vlrl g, ix 2x.376 Lo'dim Loadhg Laad+S Loodio9 LoadN9 Loaft Loa-IN 110" L.WN Laadig toadng tondkq Laadlrg Loeolrg Cogaing Loading. fOedVg Laadirg Alum.Tube n Muglon z �°�� A2 In 1700 670 1700 435 151.3 BB2 170.0 478 129.7 662 170.0 608 1136 662 169•5 518 100.9 662 168.8 517 m.8 662 loan 611 75.7 662 16aB $17 67.9 862 108.8 617 667 662 1649 617 O w 481n 121.6 507 136.0 419 101.4 Set 118.2 410 88.9 sot too.? 403 76-0 597 1026 349 67.6 $07 98.8 397 m.6 507 99.0 398 50.7 501 WO 390 43A 607 99.0 396 380 507 93.0 396 J � 60.62614 103.7 466 114.8 379 WA 458 Me 371 14.1 456 m.5 364 64.8 456 84.6 300 ST.6 456 81.3 357 51.8 466 800 358 432 456 BOO 356 37.0 456 800 350 324 468 80.0 J5B n �5 0 Me I 64 in 85.4 4m 93.3 336 7i.2 4m 00.8 326 81.0 4011 72.7 322 53.4 4m 67.3 318 47.5 400 014.0 315 42T 4m 62.3 314 35.0 400 61.8 313 NZ 1.8 313 2B.7 4m 51.8 313 p 601n 823 324 E6.8 276 61.9 324 5T,6 270 44.5 324 SL2 264 30.0 324 48.0 260 346 324 43.9 257 31.1 324 420 255 26.0 324 40.6 253 0.6 253 f9.5 324 446 253 F tm0 a 631n 53.9 204 51.4 252 44.11 294 49.2 246 38,4 294 43.6 241 33.6 294 39.8 231 29.9 294 37.1 234 20.8 294 35.2 232 22.4 294 33.5 230 3.4 230 16.0 294 33.4 230 2 66 to 48.8 268 49.6 230 39.0 288 424 225 33.4 268 37.5 7221 29.2 268 341 216 28.0 268 '31.6 215 23.4 268 29.8 212 19,5 266 28.D 210 27.7 2f& i<.8 268 74.7 209 Z CJ2 y° & R 721n 38.0 225 37.9 196 30.0 226 322 iol 267 225 28.4 188 22.6 126 25.6 105 20.0 225 236 182 18.0 225 221 "1 56.0 225 20.3 177 18.8 178 11.3 225 19.6 146 (jj. $Uj 76N 30,6 282 32.0 tT7 26,5 202 27.2 173 21.8 202 78.9 170 19.2 202 21.5 187 17.0 202 19.7 78.5 16.J 202 184 163 12.8 202 16.7 1fi0 15.8 158 B.6 2D2 15.6 168J Noei�L28.8 16@ Zid 182 25.1 185 20.2 192 220 162 17.7 192 197 {69 45.7 562 18.1 157 142 tB2 16.8 458 11.H 592 15.2 152 144 160 8.8 162 t4.2 150 ¢ J F r min 16.5 144 10,0 128 16.4 114 16.1 726 F _ N Q 2 2 T min 152 12T 16.6 +r3 11-- flj Do `f)' TABLE 2B - ANCHOR CAPACITY ADJUSTMENT FORMULA: Anchor Capacity Table Ibe ANCHORCAP.,ro ,,` � x SUDstmte; 2.7%Cmccete 35kConc- NaaxCMU HIM CMU PT 4Yood M41ai (DP•„)X{ 3=ANCHOR CAP.a, U X GIB"EMA 111'S9 Elco G18• . 11 r 80 Ebo M10 Sle<I NIT Steel d12 Sled,Y `MULLION CAP // F- AnchorCUPPattems A. Type: 718"EIgURmson iM EIuo UVgaan 91fi EIcO Ui acOn 114'El4a Ut econ Q (� 015awn Ag9So FI t%vecon n9voGamr suers t�51 Screw{tis) 10"(O5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edgg ulc+anwe Qn) P 2-vz• t• 2.112• sire• r 2-Uz• 1• 2-+m 7 s118• 7 DA8• 0.54' 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN a ` Z In Embedment th), 1.3le 1.94' 1.3'4• 1374' 7 5-174• 1.114• WIT 1-its' Ltt4• let§• 2• 1318' 1-96' volas ACTUAL PRESSURE REQUIREMENT FOR THE `z 9 •• g�Q�a 2Anohod 4-75 Mh.0.C.I Stgo&,af of 00set Clip(Fig.1). 190 Do 390 w 4501Do We lbs 1644 M 210 Ws 2801us 3541D5 74U Ins 3741Do W--9409- 341101 4421bs 5601Da OPENING,WHEN IT IS LOWER THAN THE MULLION 4 AMD=0 I.tVWin-0-G.1 Slgndmd W Cftel)ap(Fq-2}: 4m IDs 700 It's WA RrA MRIAWA 3w IDS wA WA WA WA WA 682 ws Hss)Ds 1120 us CAPACITY(FR THE TABLE)OF THE SELECTED A Anchors(�3•Mh.0.0.1(2)2s5 An*CIO r 02.3j. 760 W. 700lbs 0001bs ism w0. 5m104 WA leo lb4 7A81Da 8&)Ibs 18921ba 8821W B85IW 1t MULLION.IT ILL YIELDAfdiN1MUM ANCHOR 2 Aochois@ 0AW Mi.O.C.I U471p.Inlo.t26'Awn F!q-41 WA WA WA WA NIA, WA NIA WA !UA NA IgA HIA 415 b5 CAPACITY WHICH MAY BE USED TO QUALIFY ihchor7F-oolgk:5): 1%M 19s 106 2251D5 445IDS 146 ma 71 lbs 3Totbs 1Hiros 332190. 4»iDa iTo ms T211w leo)Da ADD)TIONAL ANCHOR OPTIONS FROM THE 2Anchcra 1.16'MIA.O.w F42i Fig.e; 240W 350805 WA WA tm lbs NIA NIA WA WA WA J411bs N2tba 5601W ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. rROD ICT RBVISBO FIGURE2: FIGURE 2• TABLE NOTES: 9910"1PY1 mE 1YIIII the F101')1fi • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Building Coda No ' a Fie _ Acesptgnce � -D�. •D� -_ SEE SHEETS 2-4 FOR GENERAL INSTALLATION ATION METHODS. `� )' ExpirationDale /�„t✓LI 2}LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANOtOR OPENING WIDTHS IS ALLOWABLE. Dy FIGURE 3: Miani do hoduol 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2, HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. 1 hl LYIJ;y�1 FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. : t�0 •• 1., r; .375" � *:�•.'''JCE7tsC''-.`P ANGLE CLIP MUST eE U5ED;(N 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 1--T )a' No.5+0705 FIGURE FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 445345 AND BE A MINIMUM OF-125• , r THICK,STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEELTO BE AT 1'X 2'X.375'MULLION �i Ell LEAST.125'THICK AND A34.ALL ANCHORS lNTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND i I THE MATERIAL.#10 ANCHORS INTO WOOD MAYBE STEEL,14-8 S.S.OR 410 S.S. rr F \,- A.LYNN MII+IIEt,P.E. FL P.E.#58705 TABLE 3A p p�G � Muillon Capacity Table iODNe) � F OpeningWldth(forvedicaly-spanningmd1Ions)orOpen(ngHe(ght(forhoRzon(elly-spenr4rgmdllon9) a! Sa Go In 60 In 70In 901n 00 in 100 In 1201n 1401n 1601. $1 O R.tlnngniar Tro Ann. Revlon Wer S1ap7Tda Recten lo: i)6 Tuan. Ret4an9oler Tte dan. Recta. ar Tie de Recta.Uae Tn dang. Recon Sat R n. Recta el Tta de Rxren lar T. Aan. 1 x 2.76 x p'T a a aa- ao d 9 pTT 9 WT na- a NT w .111 1 n£a+ a'7 ng. an Pn g ;.oadnp Loading Loafing tnadn0 Loadr4l toadng Loading Loading tnnd.na loedrg Loading Loadrtg Loading Loading Loading LoadnO Loedne loadna 6Y $ U ,376 Alum. gg Tulmk a .. u a gg '' Mullion _ N E E E E E E E E E E E 'G m 42 In 170.0020 170.0 435 170.01 744 1 170.0 478 170.0 860 170.0 508 170.01 092 170.0 819 170.0 1116 170.0 521 170.0 124D 170.0 521 148.7 1301 170.0 621 127.6 1301 MA 621 511.6 1301 170.01 521 J Lt( 46 to 770.0 708 170.0 624 170.0 I 856 1170-01 Sag 170.0 B92 170.0 630 V0,0 1113 170.01 661 151.8 1139 170.0 677 138.8 1139 170.0 680 113.9 1139 170.0 680 07.6 1 1139 170.0 Bao 85.1 1 1139 170.0 1 680 S 3 (n y0.6251, I70o 747 170.0 561 170.0 888 170.0 631 16T.8 1032 170,0 684 146.8 1032 170,0 723 130,5 1032 170.0 747 t17.4 1032 170.0 758 97.9 1932 170.0 756 83.9 10}2 170A 756 73.1 5032 770.0 758 Ill O o a 541. 170.0 707 170.0 612 161.3 947 170.0 691 118.2 907 1617 730 120.8 907 152.6 720 107.6 907 143.0 714 86.9 907 141.1 710 80.8 807 1400 709 69.1 907 140.0 709 60.5 9D7 140.0 709 m CF' Cl) dbh 141.1 735 151.5 625 117.8 735 t30.3 611 100.8 735 116.0 690 68.2 735 505.2 600 76.1 733 99.6 683 70.6 735 95,1 570 58.8 735 91,0 674 50.1 735 91.8 574 44.1 735 91.8 574 (�- rD J { 63 h t21.9 We 130.0 $70 101.8 608 111,5 557 87.0 666 99.9 547 76.2 emw 90.1 536 07.7 986 61.9 631 60.9 666 79.8 526 50,8 666 75.8 $21 43.6 066 75.0 621 38.1 850 75.8 621 C a �S 661n 106.0 607 1121 522 0e.3 607 96.1 511 75.7 807 85.0 601 60.2 607 T1,1 493 50.8 007 71.5 4W 53.0 607 07.6 451 M.2 607 67,4 470 37.9 607 02.7 474 33.1 607 62.7 474 z CL W c j 721, SIX 510 88.8 443 65,0 610 73.0 434 58.3 SSO 84.3 426 55.0 5f0 57.9 418 ;5.1 110 $3.3 453 10.6 SID 60.0 408 31,0 610 ii.9 1II2 28.2 610 414 399 25.5 510 44,3 399 2 76 In 69.4 454 72.5 400 $7.8 458 01.7 392 49.6 45a 54.1 365 43.4 458 40A '378 36.5 456 44.6 373 34.1 AM 41,6 368 26.8 468 37.7 362 24,8 456 36.0 359 21.7 458 JS.T 358 Q o 78 In SO 435 67.0 361 63.5 415 56.8 373 45.9 435 49.8 385 40.1 435 44.7 3% 35.7 435 40.9 355 32.1 435 38.1 351 26.8 435 34,4 344 22,0 435 32.6 341 261 435 32.2 34D I'- 90 to 41.8 327 43.1 290 34.t 327 3dA 285 29,9 327 11.8 280 26.1 327 26,3 215 23.2 327 25.7 271 20.9 327 23.7 268 17.4 327 21,0 262 14.9 327 19.3 266 2 ti z N O a0 96 In 31.4 287 35,4 257 26.7 267 29.9 262 24.6 287 28.0 TAB 21.6 287 2J.1 241 10.1 207 20.9 240 17.2 287 10.3 237 1{A 2B7 10.0 232 U) 108 to 24,2 227 267 205 20.2 227 Z0.8 201 77.3 227 58.0 198( 16.1 221 189 195 N 1t} W � 1111. 22.1 215 72.7 194 18.0 215 19.1 191 16.8 215 16.8 186 N 120 in 17,6 1B4 17.8 167 x O TABLE 3B ANCHOR CAPACITY ADJUSTMENT FORMULA: CL Z rC) s.0 Anchor Capacity TableIbs (DP_)X t ANCHOR CAP.,_,._ 9ubatmle: 2.7k Concltie 3.5k Cone. Hal-CMU Fined CMU PT Metal }=ANCHOR CAP.,,a 6116*Eko 114"SS Eke SAW Ban 114'83 Elto 010 SU,0 01251.61 912 Steel MULLION CAP., ,,,,, Anchor Clip Pattern. AnctprTyp.: Yt6'EkaUtaacon 17PEiCAlliEracm Yte-EkaUtbaton itd'EiwURratm Utimcon Aygn:Gata tni2con AggleOator ecme(osj ScrexiGs) Sa4rx(05) USE THIS FORMULA TflOBTAIN THE'ANG O Edo:ID.I.-(in). 1' I 2-12' I' z-trr 1-va• r 2-tr2' t' 2-Irt' 2' &die' 2• "A�. M W1120bs CAPACITY REQUIRED'CORRESPONDING TO AN tnbedmmi(1,' 1314` 1-Y4` 1.314` 1.314' Z, 1-NP i-IM' i-t N' 1.174' i-ti4- t-v4' 2' 1-07ACTUAL PRESSURE REQUIREMENT FOR7HE 0q: 390 as 3B0Iba 4501bo 8001ba 1674 fOs z70 IMS 2891bs 3SI Lbs 7101ba 314165 69416, 948165 l+i OPENING,WHEN li IS LOWER THAN THE MULLION 4 Awtm Q I.IV Min,0,0.t Slondad(ar arse()CG4r(Fig.2}; 486165 TOO tMs WA WA WA WA 3801bs WA WA WA WA WA 682 CAPACITY(FROM THE TABLE)OF THE SELECTED 4 AncMrs @ 3'LUn.O.C,1(2)2x5 Anglo CrN T(Fig.3): 78016, 7e0lba 6M Lbs 15601bs 1936 9 s 540 Ibi 660lbs 7UA 76016, 7451- 880ID' 109216, set MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 Ancbars�0.+5'Min.O.C.lUCiip,in1a,525'Atam.tFsp.dy WA WA WA WA WA WA WA NrA WA WA WA WA WA NtA 715 Sbs CAPACITY WHICH MAY BE USED TO QUALIFY 1 Anttror!F-0lip(Fq.5k 195 R+S 195tH& 22510.9 4451ba 822 Ina 1351Gn 1401bs 1771b6 37016, i871be 312tH. 47J Lbs 170 1., 221Ibe TBO Lbs ADDITIONAL ANCHOR OPTIONS FROM THE .2Anciwn: 1.15'Mu1.0.CtFCitp fq.6): 24016, 350 Ws WA WA WA NIA 190 tba WA WA WA WA Wh 341 ios 412lM 580105I ANCHOR CAPACITY TABLE. I NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED INTHE EXAMPLE ON SHEET 24, PRD(3UCT RF.vISE4 as rnmpiyingwiih iho Florida Build-atg Code Al"Plw7ee NO%(0,0 FIGURE 1: FIGURE 2: TABLE NOTES: 66Mpimtirns Dal. �Z I 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. 143 SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. ia si adv troduct lbnhpl 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. Y ikt FIGURE 3: SV tl(�4rrr 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23. 2.760" ��'��,.' 1,\GENS!; F•, '"r HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. F FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. �k ANGLE CLIP MUST BE USED;N PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 307 SPECIFICATIONS.HOLLOW AND GROUT-FILLED t FIGURE 4: FIGURE 5: FIGURE 6: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED ••; t b ,• ! YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE 606375 AND BE A MINIMUM OF.125" Sy'illl.7VVVG 0 SLI; ! THICK.67EEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(16 GAUGE).STRUCTURAL STEEL TO BE AT 1-}(2.75'%.375'MULLION ~`{�r'•.,rl•OR1DP,. LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND -;�4P . ,.,,.• �C9 THE MATERIAL.#10 ANCHORS INTO WOOD MAY BE STEEL,1"S,S.OR 410 S.S. :I A!4,Y, ,A�l 4ER P.E. FL F l=1#56705 TABLE 4A ® `yv Mullion Capacity Table IbatRz x = Opaning Width(for t erOGtly-spervVrg mUliorva)or Opening Haig hl(for hodwntely-sparrJng mtalioris) ^� 5oin 60 In TOM 691n 90 in !00(n i20in 140 In login ' Reclen.lar TrepTnarp. Rocta pJT 00 gd g SA ap(r VA pJT g gel oP+T A W 1 X 2.76 X 14o1e< Tra 41+8 Reelan lar Tra4✓7deng. Rattan ar TsapFTnan, Rolan ler Yr dmtg. Roole er Tra nen Rectangular Tr ria.. Roo'a ar ttapJTdetg. Rectae lar Trep(74eng. 0 4 w Loading Loading Leading tamm Leaft Loading fowdng Loading Loading Loading toadng Loading toedin9 Lowing Loading Loading leading loading oY O .060 Alum, w Tube MaA, nion . v c3 u e 350 cPf n v u �` 3 u i> r4 eP4 Y u e u u u u u a S e r € a$ es. k. a. S e $� >s � b• s.� �L P@ (n 421.1 170.0 020 170.0 435 170,0 7U 170.0 47e 170.0 web 170.0 508 17050 9B2 170.0 51@ 17P.0 1118 170.0 521 170.0 1240 170.0 525 11LO 1468 110.0 521 150,7 1620 170.0 521 138.8 1620 170.0 52f U! 48 an 170.0 TOO 170.9 524 179,0 8$0 570.0 584 170.9 292 170,9 830 170.0 1133 170.0 601 170.0 1275 170.0 OTT 170.0 1417 170,0 880 441.7 t4'T 170A 680 '21.5 1417 17950 680 508.3 i<f7 170.0 680 T '50.6251. 170.0 747 170.P 581 170.0 898 170.0 831 1F0.0 1018 170.9 804 17050 1195 170.P 723 162d 1288 170.0 747 148.3 1208 570.0 758 121.9 1208 170.4 758 104.6 12ae 170.6 758 91.4 IWO 170.0 750 ill 0 c $41. 170.0 797 170A 612 170.0 VA 170.0 get 170.0 ilia 170.0 754 150.7 1130 17050 003 133.8 ft'50 170.0 837 120.8 1130 I7D.0 856 100.5 1130 170.0 801 68.1 1130 170.0 681 75.3 1130 170.0 BB1 80h 470.0 885 170.0 761 1508.5 816 182.3 Tei 125.5 815 1445 740 109.9 915 7323 715 97.6 245 123.9 728 67.8 915 Si8.5 720 73.2 915 WA 715 82.6 815 tt4.d 715 54.9 916 if4,4 755 i'•• J J 63 in 151.5 830 tate 710 120,5 Bag 130,9 694 108.5 630 123,2 681 94.9 Bag 1122 670 64,4 830 104.6 602 75.9 MD 90.4 850 81.3 830 81,5 049 54.2 814 94.1 849 47.4 830 84.1 049 Z W� L r. Be In 131.1 757 140.0 850 110.0 75"7 119.0 038 04.3 757 105.9 624 82.5 767 "A ON 73.4 757 80.1 808 68.0 757 84.2 600 55.0 767 70.0 523 47.2 757 79.2 591 41.3 757 76.2 SBI 55 j 55 72M 101.7 638 106A 652 04.6 836 DLO 640 72.7 838 BO.i 530 83.e eM 72.2 521 50.5 638 68.5 514 50.9 838 62.3 500 42.4 838 57,2 500 38.3 ma 55.3 AST 31.8 838 55.2 497 J Jg v 8U, 76In e8.5 571 00.4 4508 M.1 571 76.6 4B8 @. 571 87.4 479 54.1 571 89.8 471 48.0 $71 $5-5 494 43.2 57! 55.8 459 38.0 571 47.4 451 30.9 ST5 450-6 5047 27.0 571 44,5 Me Q 11 In 60.1 642 83.4 474 60,7 542 70.3 465 $7.1 542 Z45650.00 542 557 449 44.4 $42 51.0 442 40.0 542 47.5 437 33.3 542 42,0 428 206 612 48.6 425 25,0 542 40,1 423 1--' d of00 in 52.1 447 53.7 301 43.4 5097 45.4 355 ST.2 407 5 707 35.3 341 2d,@ 407 32.1 338 25.0 407 29.0 334 21.7 407 28.1 327 18.8 . 18.3 107 2350 ate 00In 420 350 44.1 120' 35,0 350 37.2 314 30.7 358 8 350 28A 304 23.0 356 26.1 304 21.5 358 24,0 286 17.0 Me 210 209 15.3 358 19.2 284 U) Xto SOAK 30.1 283 30.8 265 25.1 287 26.0 251 21.6 281 50 263 19.9 2N 18,7 203 10.0 240 1S.1 283 145 237Hlit N 27.a 261 2a.3 242 23.1 267- 23.6 238 19.8 267 ,3 287 18,3 231 15.4 287 16.5X Wain 22.0 229 22.3 200 18.3 229 16.8 205 15.7 220 Q r z ` TABLE 4B ANCHOR CAPACITY ADJUSTMENT FORMULA: �' m0) Anchor Cn acl Table Iba ANCHOR CAP.,,a,,,, zti ma 6ebslrale: 2.7x ConcrNa 1.68 Coo Follow CMU Filled CMU PT Wand Male1 (DP,,,)X( >=ANCHOR CAP.,,, 61 10 471'39 Elco St'6'Eko 114'9S FJw Y'08teef Qi?8'eei ai26ted MULLION Anchor Clip Patterns Anch«Typ 3716'Etxfnfmcon '74'EkoUNraam Val Elco VA'EkoUieeaon - UlYecon AOBreGal« Ullncon 14-SS e1« Screw(OS)Screw(G5) anew(C5) USE THIS FORMULA TO OBTAIN THE"ANCHOR EdO)Mlavoe MA 1r. 2-1rr t- 2-trz' 3-11e' 1• 2.112' 1' 2-irr 2' Sara- r 846' o.ss' 0.324- CAPACITY REQUIRED"CORRESPONDING TO AN Embe&nanl M: i-374' 1-374' 1.1/4" f-3p" 2' 1.14- 1.114" 1.14' 1-114' 1.114• 1.114' 2- 1-318' I-Val wdee ACTUAL PRESSURE REQUIREMENT FOR THE 2 AnoMre 4.75'Mia O.C.r 61eMerd«00sM Gp 111:0.t): 790 tbs 390Ibs 4S0lbs e9q @a 1644 gn 270 Ctrs 280+p8 354 441 T4D las 374 ice 664103 946 ibs 341143 442IFa 564Th.. OPENING,WHEN IT!S LOWER THAN THE MULLION 4 Anetran a i.IY MIn.O.C.t Slendardi«Ogse0Clp(Fig.2L 460 lbs 7001" WA. WA WA WA 36010w WA WA WA WA WA 6821bs 8851 1426103 CAPACITYT ROM THE TABLE)MINIM THE SELECTED 4Anahore4 3"Win.O.C.I(712+5 Angle Glpa 1(1110.3r 750 Ib9 1001ba Bea His 1550 lb. 16"gra MO in 580103 NIA 7601bs 7481tr: Bao lbs 18921be 062(ba 5be 1120 ibs MULLION.IT WILL YIELDAMINIMUM ANCHOR ?Archon�0.45'Msn.O,C.tU{Sip,'nio.f25'AN�m,yFtp.d} WA WA NIA WA NIA WA WA N/A WA 1 NJA WA WA 7161bs ADDITICAPACONAL ACHMAYBE USED R QUALIFY 1 Amit«r Fd;fq(Flo,5): IBS Iba 195188 225 Iba 445 lb. onres 135 iw 1401bw 17108 370 lbs 187 lbs 132103 471 Ibs 1TOIbs 221 IN 28011,4 ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anctars@1.15"Min.O.C.t F4]I{Fq,BT 2dD ros 354 HIs WA WA WA NIA i90-b, WA WA NIA WA WA 341103 442103 560 tos ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP, PRODOCT REVISED CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. v«diur od414th Igo Fimlr4t Ac-pug COJc i(.O'L1rl.Lti,'j Acoaptance No �G1( FIGURE 1: _ FIGURE 2:. TABLE NOTES: 1 0clo. 11.xpira1i0n LSatc / 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. By SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. I M1M110 lido rI�` I f l7r 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDJOR OPENING WIDTHS IS ALLOWABLE. I - FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE,FOR EXACT DIMENSIONS,SEE SHEETS 21.23. 2.750" HOLES TO BE DRILLED iN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. N0,58705 ANGLE CLIP MUST BE USED IN PAIRS, 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 650• - ,"' } ` ,,{`- CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL BEPRESSURE-TREATED •� (c �-" //! ' FIGURE 4: FIGURE V. FIGURES: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF.126' l� 5'r ATF OF .•.�4! THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(10 GAUGE).STRUCTURAL STEEL TO BE AT l%'�" •'•.,r'C UHt01:.•' �- I LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND t'X 2.75"X.554'MULLION `�C���� •••-••' \C9\ THE MATERIAL.910$012 ANCHORS INTO WOOD MAY BE STEEL,18-8S.S.OR 410 S.S. •'1111�(-}i'•)/�G•�'`• 7fttititt\t' A,LYNN MILLER,P.E. FL P.E.9 58705 TABLE 5A @n Mutilon C► ►o Tablo tbse FS Opening Ndth(ta v7rtica*spem7rg mUllor s)or Opening HHght(for Wrworta0y-spa rYRg mullions) ��s' < SOin 04 in 00 in 901n 1001n 1201. 1401n prT9anp. 100 0InIIaptfdanp. o:sa3�d O x Roctngar T9png. Rangr TaRRactnulw Tm;WTd.q stn901. Ttopidnp. ktongtl Lanear caRaeiengdsr bsWang. EatnaaanWLoading Loeri xLoanp LodnO loip Loanp LanLoang Loading LoadLoading Loading ga1"x3.128" d .500"Alum �• c., z F ,+_• F r r F S F ,�• s F F L 4!.91. :� p_ $Tube Mull �° ou70421n 170,0 020. 1700 435 170.0 TM 17O.D 478 170.9 868 170.0 We 170.0 992 170.0 519 170.0 1118 170.0 521 170.0 1219 170.tl S2f 179.0 5488 179.0 521 15 170.0 521 1546 1802 170.0 521 uS 481n 170.0 708 170.0 $24 170.0 B50 170,0 604 170.0 982 170.0 630 170,0 1133 170.0 601 170.0 1275 170.0 677 770.0 1417 170.0 680 157.7 1577 170.0 600 135.1 1577 170.0 080 118.2 1577 170.0 Beg 6OX25In 1T0.0 747 170.4 503 170.0 896 170,0 831 170.0 1048 170.0 684 170.0 !!BS 170.0 723 170.0 130 170.0 747 170,0 1494 170.0 758 141.7 1495 170.0 758 121,5 1495 170.0 758 18.3 1495 170.0 758 0CD a Q _ 641n 170.0 707 170.0 812 170,0 950 170.0 091 110.0 1110 170.0 754 170,0 1275 170,0 803 188.1 1401 170.0 837 148,6 1491 170.0 856 124.8 1401 170.0 861 1U1.8 1404 170,0 561 93.4 1401 170.0 801 U)j Be In 170,0 885 170.0 701 170.0 1003 170.0 797 156.5 1150 170.0 676 138.7 1158 167,0 928 123.3 1158 16a,5 917 111.0 1150 149,7 010 02,5 1158 144.5 003 70,3 1156 1".5 BOJ 89.4 1156 144.5 903 F 931. 1170.0 930 170.0 745 159.8 1049 170,0 850 137.0 1049 155.5 BOB 119.8 1049 1413 848 106,5 1049 132.0 838 95.9 1049 125.5 628 709 1048 1'19.3 620 08.5 1049 158.8 819 60.9 1049 ita.9 818 UH. A5 601n 160.8 955 170,0 TO 139.0 955 151.3 601 119.1 055 1137 785 104.2 055 121,4 775 92.8 955 112.9 765 83.4 955 100.4 757 89,6 956 99.6 749 me 95S 98.7 748 52.1 955 09.7 748 d 72 i0 128,5 503 134.8 692 107.0 003 114.8 002 91,9 803 101,1 070 00.3 803 01,2 859 71.4 003 B3.0 849 84.2 603 78.8 842 535 803 72.2 832 48.9 803 09.8 620 40.1 803 89.7 027 78 In 109.2 721 114.1 629 01.0 721 97.0 ale 76.4 721 85.1 605 66.3 721 785 $95 607 721 70.1 588 54.6 T2i 856 570 45.6 721 BOA 569 39.0 721 58.8 584 3¢1 721 50.1 563 Q -378 k1 101.0 884 105.4 609 04.2 034 89.4 587 72.2 664 76.4 576 63.1 864 70.4 687 551 684 64.4 558 50.5 664 59.0 551 42.1 884 64.1 541 36.1 684 51.3 538 31.8 804 54.6 534 Z 2Z458 64.0 604 57.3 448 47.0 614 60.0 HO 41.1 514 04,0 433 36.6 614 40.5 427 32.9 614 37.3 421 21.4 514 33.0 412 23.5 514 30.4 408 20.0 6{4 28.0 403 hu?55.7 404 45.2 452 47.0 398 35.7 452 40.9 390 33,0 452 39.4 384 30.1 452 32.9 3TS 2T.i 462 30,3 373 22,8 452 20.8 385 19.4 452 24.2 159 18.0 452 22.8 355 V) 1081. 30,1 357 30.9 322 367 357 32.7 317 27.2 357 28.4 312 23e 357 252 308 21.1 357 22.7 303 10.0 357 20,8 200 159 357 18.0 293 13.8 357 10.2 287 11.A 367 15.0 263 UJ 115 in 35.1 338 35.8 308 20.2 338 30.1 301 25.0 338 28.1 296 21,0 336 23,1 292 19.5 338 20.9 288 17S 338 19.0 284 148 338 10,5 278 12.5 338 14.8 273 11.0 378 13.0 260 � M 4Yb (xq 120 fn 27.7 269 28.2 263 231 289 23-7 259 19.8 289 24.5 258 17.3 289 16.5 252 16.4 289 18.3 249 43.9 289 id.9 ZAD 11.8 289 12.8 240 9.9 289 il.4 238 B.7 289 18.4 232 U X Q 0 0 TABLE5B d a Z��`r0^1 ANCHOR CAPACITY ADJUSTMENT FORMULA: & mO a.B? Anchor Ca ad Table ibl ANCHOR CAP. ,,,,, y ea 2a SOWIIaie 2.7%Cacrde 35k Cf41a. NODow(2AU FM OCMU PTWW9 Md21 (OP-)X� �=ANCHOR CAN.,,, N fldEo 5r16Ek0 114 SSFicO Nuisleal 111251eel rt525taeiMULLIONCAFAnchorClip Paitema Naha lYpe 311VV.1co U8mon vt•Fkounmcon 3'is'Ft.Umlcm 14-EII.W.t0n Agg cG:/or U6mcm Ag9raG3a screw(tom}sucvr(G57 scrag(G57 USE THIS FORMULA TO OBTAIN THE'ANCHOR Orstarze n P2-1112 v 2.1ir s 2.17 !• 2-112' T 3.16• T 0.48' 0.54' 0,324• CAPACITY REQUIRED"CORRESPONDING TO AN Fm18011dd n Iv4• 144' 1414' 1. C1414• 1.11 1-14• IAW 414' 1.14• 2 1-3/e' Iar vanes ACTUAL PRESSURE REQUIREMENT FOR THE C.1 SmM3Ua oasali Sao itn 3 118 450 ms 8904aa 270ws 203 Im 361 ms 740118 314 ms 664 Th! 94666 341Im d42 560 Ss OPENING,WHEN iT IS LOWER THAN THE MULLION 4 Archin 1.15'Mmo.c.I SIarlOard(a rxBeO Clip(Flg 27 4e0 ma 7110 xo NIA IUn NIA 304 ms ruA wA RTA WA WA W2ms B85 Its 1121 ItS CAPACITY(FROM THE TABLE)OF THE SELECTED dA.ctprs 4d 3•Mb.O.C!(212xfrAryiacupa2{r1037 Tab ma 784%8 b8P m3 1500 Ya 510 tM 5mlos NTA 760ICs748lbs 8035s ia02los 682 ms 885Ns 1122118MULLION.tT WSLL YIELDAMtN1MUM ANCHOR 3AMt-00.45-MIn G.C./VZ]ip,1m0.121P Alm,(F10 NIA WA NIA WA WA WA NTA WA N/A l0A rUA NTA WA 1073 m4 CAPACITY WHICH MAY BE USED TO QUALIFY IAtwi F4APOR95) 196 f04 193Va 225 ma 445 tis 536fbs 140 Its 471 IDs 31O1r8 197[OS 3321as 4731cn 174 ms 2211th 29O los ADDITIONAL ANCHOR OPTIONS FROM THE 2 ArKhM@ i,tY Mirk O.G)F�C 09.6'j 2401Ds 350 ms NIA WA 141.0 NIA ICO4Cb WA WA N/A tUn WA 311 ms Ad2 A8 16096 ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. PRODUC'1'1UiV15BD I ns complying with f31c Florida F-S.00o'^t nu{Iding coda AempL.".I,"" FIGURE I: FIGURE 2: TABLE NOTES: E ratitm Dalw ��21 * ; 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. B� SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. Miai Dade Ptvducr' 111111 U t 1 7j 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE, 3125" p\y ••;1�,':!1 FIGURE 3: ti 1r�-`\OC,FI.S'(;'•.��� �, 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23, •;' 1C': * d HOLES TO BE DRILLED iN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. `-+-r NO,56705 ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED .500" - •�+ b 11/1 , CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-130,WOOD SHALL BEPRESSURE-TREATED -L1. u ,•77J'� FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6003-TS AND BE A MINIMUM OF.125" VX 3.125'X.5'MULLION :C7,�•. GMO���.'• • THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND,045"THICK(16 GAUGE).STRUCTURAL STEEL TO BEAT (i'VF MULLION) C`• rt `{-1.�� LEAST.125"THICK AND A30.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND �'i S'c„" f}'•�• THE MATERIAL.#10 ANCHORS INTO WOOD MAYBE STEEL,10.6 S.S.OR 410 S.S. ,7147,(')(`!��• �i A.LY�INIM�LLER,P.E. FL P.E.#58705 TABLE 6A ° Mullion Capacity Table ibarle DpanIngW(dth((orvBNceM-spenningmullions)orOpening Height(for h0dzony8IIy-$P vi rig mullions) �W^� 50in so In 70 in 601. 901n 1001n 1201n 1401n IBD Reelenguler Tr*Tdmq. Red.np0ar Trep/Tdang. Rectangular Trap/Tda.q. Rectengdar Tmp7Tdenq. Rea(onpAa Tlop7Tdan9. Racten9du TmptTdeng• Rectsnguler T WTdmp. Roctan(a4er Trapllden0. 7--t-0-1. Tswmeng. ,�ie C 1%4 X,126 Loading Loodng LOadnq L06dnp tniolog Loadng LOadoq Loadrp Loading Loedrsg Lowing L ding Loading Lopdnq Loafing Laadnq Laednq LOedne o O Alum.Tube & Mullion a .. .. .. .. .. ., � � .a .. T "� � Is Uj 421n 170.0 620 170.0 435 170.0 744 170.0 475 170.0 060 170.0 We 170.0 992 170.0 619 170,0 1116 170.0 621 170.0 1210 170.0 621 IT0.0 N6B 170.0 521 145.6 1489 170.0 521 127.6 1488 170.0 521 � U3 46 In 170.0 705 170.0 624 170.0 1 170.0 584 470.0 992 170.0 610 170.0 1133 170.0 681 170,0 1276 170.0 677 156.3 1303 170.0 660 130.3 13113 170,0 080 111.7 1303 170.0 680 97.7 1303 110.0 BBD NAZIS in 170.0 T47 110.9 653 1768 690 170.0 631 17D,9 1048 170.0 064 170.0 1195 170.0 723 046.1 12J5 170.0 747 140.5 1235 170.0 766 117.1 1235 170.0 760 190.4 1236 170.0 756 8736 1235 170,0 750 641n 170.0 797 17MO 612 170,0 956 170.0 891 170.0 1115 170.0 754 154.4 1150 170.0 803 137.2 1158 110.0 631 t23.5 1155 170.0 856 102.9 1158 170,0 861 66.2 1166 170.0 Bel 77.2 1158 110.0 881 m M O BD 1n 119.0 885 170.0 791 1687 1042 t70,0 797 1429 1042 161.1 832 425,1 1042 148,7 816 511.2 1042 136.0 661 100.0 1042 130.2 701 83.4 1042 126.5 702 iib 1042 {26.1 782 "42 2 )- J 63 In 17D.0 930 170.0 745 151.2 092 163.6 Ste 129,8 002 144.4 790 113.4 892 131.0 702 100.8 992 121.4 706 90.7 092 114.8 756 76.6 992 106.4 745 64,0 992 108.0 744 4 � 0 661. 185.0 947, 170.0 769 137.0 947 148.0 700 115,1 947 130.3 766 103.4 941 117.7 752 91,9 947 105.7 738 62.7 047 102.2 727 08.9 047 95.1 713 59.1 947 94,0 71t 1t2h 135.9 649 142.7 717 113.2 649 121.6 722 973 849 145.9 788 84.8 848 98.4 698 75.5 649 88.7 -868 61.9 949 92.7 675 68.1; 849 76.3 650 48.6 M9 726 652 61 � 0.' F 6z •! 70 In 116.6 762 120.7 665 96.3 762 102.6 652 62.6 762 30.0 640 72.2 762 BO.A 629 84,2 762 74.2 620 57.8 T62 69.2 61J 40.1 762 62.5 602 41.3 782 69.9 597 JEN Q Or 78h 106.9 724 111.0 614 84.0 724 94,6 621 76.3 721 82.8 603 66.8 724 743 699 5BA 724 68,1 691 63.1 7N BJA 583 44.5 724 57.3 673 J8.2 124 54.J 687 5 b90 in 69.6 641 71.8 483 66.0 543 60.7 474 40.7 643 .52.9 466 43.6 643 47.1 458 38,8 643 42.6 452 34.8 643 38.5 446 29.0 643 34.9 430 24.8 6;1 12.1 430 6 ZQ 2 Z18 k 57.3 470 58.9 427 47,8 478 49.7 410 40.8 476 43.2 412 35.6 47a 39.6 406 31.8 475 34.6 400 26.7 476 320 3D5 23.0 470 26,1366 20.5 478 25.6 SBO0 , 3?C7 mr 1051. 40.3 371 01 341 33.6 377 34.6 33S 26.6 377 30.0 330 25.2 371 26.6 325 22.4 371 24.0 321 20.1 371 22.0 317 16.0 377 iB4O 710 14.4 371 t7.i 364 W r o' III In 37.1 357 37.8 323 30.9 357 31.6 Ste 2SE 357 27.6 113 ZJ.2 351 24.4 309 20.ff 157 22.0 306 t0.S 657 20,1 391 15.4 357 17A 294 W_ K 7 !n to 1201. 29.J 308 2Bb 278 24.6 SOB 26.1 274 21.0 308 21.7 270 163 306 19.2 267 18,3 300 17.3 263 U x Q O 1441. 47.0 212 172 106 IL Q' TABLE 6B ANCHOR CAPACITY ADJUSTMENT FORMULA: 6� E C)_12 Anchor Ce a ltv Table(lbs) ANCHOR CAP.,.,,a, 6ubolmle: 27k C0romta 3,5k Crno. no9ow CMU FWWCMU PT WOW 9letai (DP,)X( AN GAP.,,, 5116'Elco tl4'68 Eka LIB"Elco 114'SB Ek. 0l0 filed #1261,01 012 aced MULLION CAP.,,;,,„, Anchor Clip Patterns A"cF'°r Type' 7118'Eka UlUacon 114'Eko UUrecm L18'Eko UOacon Il4•Eko Ullraaon Uluocan A9Ore0ota Unmaon Agq�eGelor 6oraw(OS)Sar,w(OS) Sarew{G5) USE THIS FORMULA TO OBTAIN THE'ANCHQ Edge Gtelanae Ont i' 2112- i' 2-t12• 3.118• 1' 2.1rT i• 2.172' 2' 3.118- 2• OAW 0.54- 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN Eml�eanent{mt 1-114• 1.314' 1.1/4•_ 1-314' z 1414• 1-14- t-114• t-N4^ 1aq• bu4• 2' 1816^ tare' ierka ACTUAL PRESSURE REQUIREMENT FOR THE 2 AncMra W 4.75'Mtn.0,0.1 Sooda i or 0Md C9 (Fig,1821 386 W 396 W 1 IN 800 Poe 1644 11A 210 IN 2601ba 354 IN 40081 374 ibe eat IM 9461N 3411 4421b, roa OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchors Q 2.25•Min.D.C. Stwulmd(or OeeeB Clip(Fla.3): 700 IN TDO IN 560 lbs 1410168 852 RM WA 680168 WA 0301N WA 600108 WA 662 lbs 685188 1129 ID4 CAPACITY(FROM THE TABLE)OF THE SELECTED 8 Anc00mASAW Min.O.C.1 Standard(xOpse0 C50 tFN.4). 9150 IN 1400103 WA NtA WA WA NO IN WA WA WA WA NIA 1383{Ds 177016s 22461bb MULLION.IT Witt YIELDAMtNIMUM ANCHOR 4 Anchone O.C.!2)2x5 AnOk dlw 7(FN.Sk. 760 An iB01b4 60016s 15881bs 1898•s 610 Ne 5601b9 NIA T601bs 74116; 680104 1892 IN Mims M IW 1120 tbs CAPACITY WHICH MAY BE USED TO QUALIFY BAneMte�3•Min. Q)205 Ang1a CiNa 7{FN.S): tiTOtba 4170164 1020" 2340 ft 2844 ba $lot. 6406. WA ii40Ib3 11229ss /3N IN; 2536 IN 1022Rn 1327108 1C0O 9>s ADDITIONAL ANCHOR OPTIONS FROM THE 4 Arch=@104.1U.gN,Inla.125'AOxn.(FN.7k WA WA WA WA WA WA WA NIA WA NIA WA N/A WA NIA 1430106 ANCHOR CAPACITY TABLE. PRODUCT REVISED 2 Amnon,Q 225•MIN 0,07 F•Citp(Fig8k 350iM SSO ws 290 i6s T05 IN 470 RN WA 280103 WA 315 As N iia Sba WA Ni Tas 442105 5501bs 05 complying with 918 Ploi'ida 4 Anchm Q t.15•Mh O.C-1 F•1011p IFN.91 4BO lbs 7DOIW WA WA WA WA 3BO lbs NIA WA N I NIA I WA BB2 ka 085166 11201N Building Codd NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES ASTHE STANDARD CLIP. -'I 1'000' !'`� Aarrali0nplan4+1�'62)a•40 BapiData ZG)ZI TABLE NOTES: B FIGURE',: FIGURE 2; FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: Miami do Pro t C�oh6I ' 1)SEE SHEET i FOR INSTRUCTIONS ON USiNG THE TABLES AND SHEET 25 FOR INFORMATION 4N LOADING,SEE X114 5 1 't 711 • ° • ° • • a • • • • • SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. \��Y,(�t\,.:.•��...��/(��,��i� EP:SE 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. ° • • • • • • • • • 000" kl,o,Gfl-1115 - 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR F�CACT DIMENSIONS,SEE SHEETS 21-23.HOLES 4. TO BE ORILLEO IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23,FIGURES SHOW �y FIGURE 6: FIGURE d: FIGURE 7: SUGGESTED,APPROXIMATE HOLE LOCATIONS. - y a" N 1 16 ';:�n�ti 1- t --� • • • • • C SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS,HOLLOW AND PRESSURE-TREATED Y • • • • CONCRETE BLOCK UNIT CMU SHALL CONFORM TO ASTM C-90.WOOD SHALL BEPRESSURE-TREATED YELLOW7:LO.....•'. SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-75 AND BE A MINIMUM OF,125'THICK.STEEL �� iG.'., •" C•,� STUDS TO BEA MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125.THICK `r 1771,'/ir1�I'\�- :�• ANGLE CLIP(FIGURES 586)MUST BE USED IN PAIRS. AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.#i0 8 I'X 4'X.126" A.LYNN,h�II l I P.E. 012 ANCHORS INTO WOOD MAY BE STEEL,18-8 S,S.OR 410 S.S. MULLION FL P.E,#58705 TABLEYA n ` 0 Mullion Ce act o Table Ihs/R° Open Ing Width(for verucaly-sparrdn9 mull ore)or Oponln g Haight(for horizontally-spanning muatins) C! a 60In 80 In 701n 80 In 90 in 10 In 12o In 1401n 1601n $ LLO Noenpgm 7,WrTderg, Rectangular Tmp/Tdarg. Rectanpllar Tmprrdan Reelenguln M pfTdan9. Raclin Pril 9 W p'T ap7Tdenp. Reclan9ular TrByRdeng. Reclulgular Tre{✓Tden9. q 1 x 4x.376 9 gNer Tre den. Rectan lar Tre den9• Reotergular Tr Uoedn9 loafing' Loafing LaadNg LgdIng Lowing Lowing Inading I.Wing Laeding 'Laedng Loafing Lowing Loafing Loedhg LoednB Lmdng Lowing nY Alum.Tube ,�• r r g r z• p z: r ?' N Mutllon 4 fi� $$ `� 6$ b• 6� ^� fi� b. I �p IpC� 8 ry pFd y£ 5y, psFT 7y. � a: },E d N c 4 rc C 3 K Z is ¢ C �d 3 d` Z �� In 421n 170.0 620 170.0 475 170.0 744 170.0 470 170,0 668 170.0 506 170.0 992 170.0 518 170,0 1110 170.0 521 170.0 1210 170,0 521 170.0 1168 170.0 521 170,0 1735 170.0 621 170.0 1983 170.0 521 F' W IB In 170.0 TOB 170.0 524 170.0 850 170.0 501 170,0 992 170.0 830 170.0 1133 170,0 601 170.0 {276 170.0 677 170.0 1117 170.0 680 170.0 1700 170.0 880 170.0 1983 170.0 680 151.6 2024 170.0 660 _ _ 50.025 In 170.0 747 170.0 663 170.0 BBB 170.0 631 170,0 1048 170.0 681 170,0 1193 170,0 723 170.0 1345 170.0 747 170.0 1494 170.0 766 170.0 1797 170.0 768 156.0 1919 170.0 758 136,5 1910 170.0 766 31 In 170.0 797 170.0 812 170.0 956 170.0 881 170.0 1118 170.0 761 170.0 1275 170.0 803 170.0 1434 170,0 837 170.0 1594 170.0 858 158.8 1788 170.0 861 177,1 1799 170,0 881 120.0 1799 170.0 BBI m 0 0 60 In 170.0 885 170.0 701 170.0 108] 170.0 707 170,0 1210 170.0 670 170.0 1417 170.0 911 170.0 1694 170.0 996 155.5 1819 170.0 1033 129.6 1819 170.0 1063 111.0 1619 170.0 1003 97,2 1619 170.0 1067 631n 170.0 930 170.0 745 170,0 1118 170.0 660 170.0 1302 170.0 940 170.0 1188 170,0 1016 166.7 15{2 170,0 1076 141.0 1542 170.0 1122 117.5 1342 I6B,5 1158 100.7 1612 IB7.8 1157 BB.1 1612 187.9 1157 ~ J 661n 170.0 074 170.0 789 170,0 1169 170.0 903 170.0 1384 170.0 1002 160.6 1472 170.0 1006 142.8 1472 168,8 1148 f28.5 1472 158.8 1170 107.1 1472 147.6 11 DB 91.8 1472 146.0 1101 00,3 1472 146.0 1104 m 721n 170.0 1067 170.0 870 170.0 1275 170.0 1000 150.8 1320 188.2 1101 172.0 1320 119.9 1002 117.7 1320 137.6 1086 105.6 1720 126.0 1049 88.0 1320 117.0 1024 75.4 1320 112.8 1013 68.0 1720 112.5 1012 W J 161n 170.0 1122 170.0 977 149.6 -1184 159.4 1043 128.2 1184 139.8 994 {12.2 1184 125.7 978 99.7 1184 115.3 984 80.6 1184 107.5 952 74.8 1184 97.6 935 64.1 1184 93,1 927 58.1 1184 92.7 925 J �Z ' Q J d 78 In 166.1 1124 170.0 997 138.4 1124 117.0 985 116.11 1124 128.8 917 103.8 5124 115.8 971 82.7 1124 105.8 018 87.0 1124 08.6 908 89.2 1124 89.0 880 59.3 11N a/.3 661 61.9 1121 87.2 878 J 901n 108.1 841 111.6 750 90.1 811 94.7 718 77.2 814 62.1 724 67.6 B44 715 712 60.1 84! 66.6 702 51.0 BU 81.4 893 16,0 B// 61.2 678 38.6 844 50.0 665 37.6 BN 47.7 662 Z D Q N CD 981n a9.1 712 91.5 60] 74.2 712 ZZ 77.2 652 63.8 742 67.2 611 65.7 712 69.8 eat 49.6 742 54.1 622 41.3 742 /9.0 614 87.1 742 13.6 600 31.8 712 39.6 690 27.8 742 17.5 584 •.Z 6� O C'dj 1081n 82.6 50 63.9 530 62.1 588 53.8 521 14,7 588 40.8 317 59.1 586 41A 505 ]/.8 686 ]7.J 196 31.3 906 34.2 492 26.1 586 28.6 481 21.3 568 26.6 472 19.5 565 24.7 466 M c 1111n fi7.8 656 58.8 607 48,0 855 19.5 195 41.2 653 42,0 467 38.0 555 38.0 480 32.0 655 34.2 473 28.8 655 31.3 467 24.0 555 27.1 {57 20.0 555 24.3 140 10.0 555 22.1 442 LL) V o� 1201n 45.8 473 46.1 4JJ 3BA !75 39.0 428 72.6 175 33.7 120 28.6 473 29.8 414 25.3 476 20.8 109 220 175 24.5 401 IB.O 176 21.1 ]95 16.3 175 187 787 11.3 475 17.2 381 x 14/1n 26.4 ]]0 26.7 308 22.0 730 22.1 301 18.9 530 18.3 297 16.6 330 17.0 283 Q Z O O CL o m to ABLE 7B ANCHOR CAPACITY ADJUSTMENT FORMULA: Anchor Ca aclt Tabla Ibs �1 gg0mOw Subsirale: 231,comet. 3.5k Cmc Hot]-cmu DP ANCHORCAP.,,,,,,, U x O'�' Filled G4u PT Wood Meie1 ( „)X{ )=ANCHOR CAP.,,, Anchor Type: 7716'Eko Nlracon 114'Eko U6recm 5'IB'Eka y18•Eko UlVecon 114''Ek UJI-on 1N'SS Eko 5118'Elco 110 6S Elco Mfg Slbel 612 "" 81251ed MULLION CAP.,,,,,_, Anchor Clip Patterns UlU.. A99r.War ullmcan AggreGefor screw(G5)S_(G5) S-05) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edga Gstence(e1). t' 21W I' 2.12• 3.116- 1- 2-12• 1- 2.112• 2' 1118• z' 0.48' 0.54' 0.32!• CAPACITY REQUIRED'CORRESPONDING TO AN Embadmenl li): 1x11' 1-714• 1-Y4• 1-Y4' 2 1-114' 1.114' 1-u4' 1414' 1-114• 1-114• 2• 1'10' late' wrles ACTUAL PRESSURE REQUIREMENT FOR THE 2 anchors®4.75•Mh.O.C.f Slenderd 1-r Oftel Cup(Fig.182k 7901bs ]Bo lbs ISO IM BBO IDs 181/fM 270 9n 2801M 3541bs- 7101M ]74 lbs a"lbs 916 Ns 341 IM 4421M 560 n1- OPENING,WHEN IT IS LOWER THAN THE MULLION /Anchors®2.25•Min.O.C.I Sland.d(or OhM)Up(Fig.3k 700169 7Do Ibs5601M 11101b8 952 IDs NfA 560Ibe WA 6301ba WA Boo ft WA 682 ms 0351bs 11201M CAPACITY(FROM THE TABLE)OF THE SELECTED enncmrs�LlsMm.o.c.lblerwmdWO6sa0Gip(Fba4k 960 Ibs f4001M NIA WA MIA WA 7601M MIA =WAWA WA WA 13a3W 17701bs 2240ros MULLION.IT WILL YIELDAMINIMUMANCHOR 4 Anclwe 9 3'Min.O.C.f(2)2z5 Nqk Giq f(Fb.fi): 760 ps 7BOIM 680lbs 156016e 1896 Ibs 61a lb, be01M WA B801b8 1892 lbs 6821M 8851M1120 IM CAPACITY WHICH MAY BE USED TO QUALIFY B Amha Q P Min.O.C.I R)215 Mg1e Gips I(Fla.8): 1170 lbs 1170lbs Imo As 23401M 26441M 810 lbs 64015, WA 132016, 2638Iba 1022 lbs 10271M 16801M ADDITIONAL ANCHOR OPTIONS FROM THE 4 Anclnn®0.45'f4k.O.G I U4ip,N10.125'AWm.(Fq.77 WA laA WA WA WA WA WA N/A WA WA NIA NfA 1430 k1- ANCHOR CAPACITY TABLE. 2 Anclwrs®225 Min.O.CJ F121p(Fb.BT 350 bs 3501bs 2901es 7051M 4787bs NIA 2801M ILIA UOlbs WA 111 Ibs 4121ba 560 @s PROI)I1CTRf"•.VISED 4 AnchM 0 1.15•Min.O.C.I F471p(Fig.9f 480 IM 7001M WA WA WA WA 390lb, NIA WA WA 682 Ibs BBS lbs 1170 Ns as mmpiying With g1c Fludd• NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. Building Cnde -`1 1.062' ---I 1.000' r--- Acwplenc, I(C'-'D VB. -- C piml nDntc 'z TABLE NOTES: By 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 Mieni Redo Product Cold • • ® • • • • • • ON LOADING,SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 0.111111 • • • , ,INN,1 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. \( 1141 • • • • • • • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE4.000' 4.000' o SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS NU 50-7(:5 _ SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. FIGURE 5: FIGURE 6: FIGURE7: • 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 YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063.75 AND BE A MINIMUM OF.125"THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045' �r,-'• ALOR113;�•' 7•' THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125'THICK AND A36.ALL ANCHORS -- '375" ,_ .3-7r5' ��•;L1';%--.;.; \.\>" ANGLE CLIP(FIGURES 586)MUST BE USED IN PAIRS. INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.N70 8#12 1'X 4`X.375' 1'X 4'X.375' I 1-/1 ANCHORS INTO WOOD MAYBE STEEL,18-0 S.S.OR 410 S.S. 'T'.MULLION MULLION A•LS'NNWILLtP.E. FL P.E.N 58705 a TABLE 8A e _ Mullion Capacity Table!bs#t Opening Width(forverBcaliy-spemlflg mullions)or Opening Height(for horlmrdaly-spBlvling mullions) �W>sC 50 to so In T4i. Qa+. BO In too In t241n 140 In 160 in �•a 126"k R.W,gUlar Treprtdaup. RedenPr Tivoni.9. Reclangular Trep7rdma• RteWiu+er TrepRdeng. RectengUer Trepmiang. RoclangAer TrapyTd". ReCISRUiac Reprrdeng. ReclOgul" 7rop7rdang. Rectenguler Tr4p?aen9• ��jjq Coad g Loafing Loading Loading 1o409 Loadng j Loading Loadag Loadklg L.002 Loading toadng Looting Looting wdi.g Leanne Load;.g Loadng nY j 3.588"3c .266"Alum AE v e8^ r Tube Mull 8 g � a �, a ! a N a a a a a a a a a B a a a a �� a 111 ad g9 a sip s Fye Ing N'S 00 w $d` 5. 3? 5IZ 8a: s -!z f d1 moo. d O •-� 421n 170,0 620 170.0 435 1170.0 744 170.0 478 170.0 858 170.0 506 170.0 092 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 110,0 1490 170.0 621 170,0 1735 170.0 521 151A 1769 170.0 521 ,J W 451n 170.0 709170.0 524 170.0 050 170.0 564 170.0 092 170.0 630 170.0 1133 170.0 Set 170.0 t275 170.0 677 170.0 1417 170,0 680 154.6 1548 1740 680 1327 1548 170.0 Sao 116,1 1548 170.0 680 2 50.6251. 170.01 747 170.0 663 170.01 896 170.0 631 170.0 1046 170.0 884 170.0 11951 17Q.0I 723 170.0 1345 170.0 747 707.0 1 1468 170.0 756 139.2 1468 1 170.01ISO 118.3 1 1468 1 170,0 756 104,4We 1 170.0 756 w C,o O 54 In 170.0 797 170.0 612 tTD.0 1 956 170.0 891 A0.0 HIS 170.0 T54 170.0 1275 170.0 503 163.1 1376 170,0 831 146.8 1376 170.0 856 122,3 1376 170.0 861 104.6 1376 170.0 861 91.7 1376 17(LO 681 ca 00 F 601n 170.0 845, 170.0 701 170.0 1083 170.0 797 158.9 1158 170.0 are 139.0 lice 167.4 me 523.6 t158 166.8 919 Im2 tire 150.0 912 62.7 1159 144.8 905 IDA 1158 414.6 905 a5NSD 144.8 045 � 1("1 1.1 (0 .�.1 IL 63 in 1700 030 170.0 745 160.1 1051 170.0 850 1]7.2 1051 155.9 062 120,4 1051 142.0 848 106.7 1051 172.3 e]7 98.1 1041 126.7 830 SO.f 1051 119.5 822 68.8 1051 119.1 82f 60.0 1051 119.1 621 N .. 661. 107.1 957 170.0 769 t3g.3 DST 151.6 805 118.4 957 134.0 700 104.4 DST 12t,6 777 02.8 957 112.8 767 83.6 057 406,6 769 69,6 957 100.0 750 60.7 057 96.0 748 52.2 957 08.8 748 Z ' 721. 128.7 801 136.2 099 107.3 004 115.2 804 91.0 804 101.3 871 00.4 844 91.4 680 71.5 804 84.1 650 64.4 604 70.8 643 53.6 90F 72.3 613 We 804 89.8 529 40.2 604 69.8 626 761. 109.1 722 114A 830 81.2 722 97.2 818 79.2 722 e3.3 606 BBA 722 16.7 698 60.8 T2Z 70.7 688 51.7 722 65.5 690 45,8 7Y1 59.6 870 79.1 722 68.7 685 34.2 722 58,2 564 J U) o Q to r Z IS In 101.2 585 105.6 600 64.4 665 89.6 5% 72.3 685 78.6 677 63.3 Da$ 70,5 See S82 685 64.5 56D 50.0 685 60.1 553 42.2 885 54.3 $43 38.2 885 57.4 537 3{.6 685 50.7 538 F, N lm In 85.4 515 66.0 457 57.9 615 $7.5 410 47.1 515 50.1 441 41.2 815 M.7 4N 38.8 Sly 40.5 428 11.0 545 37.4 422 27.5 515 33.1 413 23.5 515 J0.5 107 20.6 515 29.1 401 ¢ x Z CV Or 4.-. W 05 p 981. 64.3 153 65,0 404 40.3 453 47.1 397 70.0 753 11.0 JB1 33.4 153 38.4 385 30.2 453 33.0 J7B 27.2 453 3oA 371 22.8 451 2G.8 368 19.4 153 24.3 380 17.0 733 22,4 356 U) 10 %�g� 108 in 36.1 358 79.0 323 31.8 350 32.8 316 21.2 358 28.4 313 23.8 358 263 308 21.2 358 22,7 344 i9.{ 358 20.6 300 15,0 358 78.0 293 W M 1111n 35.1 330 35.8 306 29.7 376 30.1 J01 25.1 J30 26.1 291 22.0 338 23.2' 293 19.5 336 20.9 209 17.6 338 101 285 fY X 1201n 27.0 290 263 261 23.2 297 23.6 260 14.9 290 20.6 256 17A 290 18.2 257 15.1 200 18A 249 V N C 144M f8.f 201 76.3 186 d$� z (n N TABLE 8B ANCHOR CAPACITY ADJUSTMENT FORMULA: $a 9a Anchor C9 ad Table 464 ANCHOR GAP.,„.,,,, o o ti a'ry Sub0lmle 27k Cowd. ask cpm. Hagox CMU FIBedCMU pTwad MHd (DP,)X C =ANCHOR CAP.,,, 51E Etto V4'SS FJco Fit6'Eko Vd'SS 20 410 Diad "1261847 alz sloe MULLtOL CAP.,•„,,.., AncborCllp Patterns Armikr Trva. 3016*Elco Unmc an 114'EkDUamcan UBmcon 3016*Elcounman v4'Eko Unmcon AggroGator Unman AggMG11r Scmn(05)Scrm(G5) Scf"(OS USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge Ctstarce n P 2.112' 1' 2-uz• a-tra' r 2ar7 f' z-uz' 2* 3•tre' 2' 0.45• D.Sa' o.'s24' CAPACITY REQUIRED'CORRESPONDING TO AN Emwftenl n 1314- 1ar4' 13/4• 1.7/4• 2' t-04' I•tr4• 1-114" 1-V4• t-1r4' t.1ra• 2 t.3re• t311r vrles ACTUAL PRESSURE REQUIREMENT FOR THE 2A31c11w5g4.75'1:6n O.C.l Slamad p'085Ct C9 91) 300 n15 39D In; 4TA ms 67o f5e tsu los 27oi8s 244 ms 354 151 74010s 274 res 664 Bn 946 its 3df es 4<z rte 56o ws OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Archers @ 1.15'Min 04111 SleMald(0r Onset)COP(Rg 2) 480105 700 to IIIA' WA NIA. HIA 3d310s NIA WA NIA WA IUA 602 e0 885 M 7120100 CAPACITY(FROM THE TABLE)OF THE SELECTED 4A1Chom 43$MM.O.C.t iz)2s5AtgtOClpS f g.3} 700 b9 78D R6 68D 106 1560 In 1896 Ins Sig Wz 550 R6 NIA 760 Its 74B 100 SW RA 1892 9e 6621es 885 itx 1137 Rs MULLION.IT WILL YIELD A MINIMUM ANCHOR dArcMm l�0.45'Min O.0.lUCllp,Nl0.125'Alum 1.4 HIA IUA WA WA NrA NIA fUA NIA IUA IVA IUA IUA NIA WA td3o Ds CAPACITY WHICH MAYBE USED TO QUALIFY 1Arcrcrt FC9p 4 195 tes i%gri 2Yu tM 4459s 822 Ins 53Sps i409s ITT IDS 370 its 1D7 ms 3.'2 ids 473 Ma 1TOIDS 221 its 280IDS. ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anthem 491,W Min O.CJ FCnp g6} 2A0 bs 35096 NIA WA NIA NIA 1001[6 NIA WA NIA WA IUA 341 In, 442 he 560106 ANCHOR CAPACITY TABLE. PRODUCT REVISED NOTE:FOR THE OFFSET CLIP.USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. :1s mmplyi.6 wilb the Florift Building C.do tG-621g C7� FIGURE I: FIGURE 2: _ PcP n.m al TABLE NOTES: }••-5.250'-( 7460"vaNOn Dale „F/1bZ i • + 1)SEE SHEET t FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION By ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Mimni lode Prod..Con t\Illl14 t7 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. �",� �( 1,YN11',,7, /pFIGURE Z� / 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE,FOR EXACT DIMENSIONS.SEE.23 3'166" ^. '� _ ANGLE { CLIP MUST SHEETS 21HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 265„ ' mu.5(3765 _ BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND j FIGURE 4 FIGURE 6: FIGURE 6: GROUT.FILLED CONCRETE BLOCK UNIT CMU SHALL CONFORM 70 ASTM Gs6•WOOD SHALL _ BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE T ';t�)•'. SIA)tt O' y I (--- • 6063•T6 AND BEA MINIMUM OF,125"THICK•STEEL STUDS TO BE A MINIMUM GRADE 33 AND •. ibfaDl';.•'' 1 .045'THICK 16 GAUGE.STRUCTURAL STEEL TO BE AT LEAST.125"THICK AND A36.ALL 1.25'X 4165'X MULLION) MULLION 1`"1?..........•• I ( ) t•1/4'VF MULLION ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. ( ) � ;�L)ItIF1�•C'``� t ( SSS #10 ANCHORS INTO WOOD MAYBE STEEL,1 S.8-6 S. OR 410 S.S. A.i LYf4NIMI"d4i,P.E. 7s FL P.E.#58705 TABLE 9A ^ Mullion Caluolty Table(Ibeln) ® 3 Op9nlnp WWth((orvortieely-6P.-Ill lg munum)or Oponlna H eight(for lwrizonlaiy-eperrilng mtlllom) G' 60 91 - 6 I 7 I 80 m 901n 1001n 120 In 1401. 160 b g.H o 1.25 It R,4lenWler TnpTd-9 R4alenpuler TrWTAano Rad pular TrapTdang. ReeIe,AAr TreprrAm Re01m.1v 7-11"4rq. R.I.Vtar Treprrrtsnp. Recianpular Tmp'Td,ng. Rxlan011er imp/Tdeng. Reclengulu Tmp/Td,n9. X.100 L,edrq L. ne L-Ing Loading Loedw Lowing L.dng L,edrp L-Ing L.,S.g Loading Loading L4 N L.dng LmdIn9 Lowing Lo,dW Laadnp a Alum.Tubi E E Mulliong C7 �" gg ` q6��g 6S aa�3 ya�B qhs U B U � �' U ` g � LL � �� �8 Xd 00 Z 421. 170.0 820 170.0 475 170.0 144 170.0 476 770.0 668 170.0 SOB 170.0 9B2 170.0 518 170.0 1110 170.0 52I 167.] 7118 170.0 571 127.7 1116 170.0 521 108.5 1718 170.0 521 95.8 1118 170.0 521 0 48 In 170.0 708 170.0 524 170.0 850 170.0 504 161.8 878 M.S. 630 146.7 978 170.0 651 130,1 976 170.0 677 117.3 978 170.0 887 97,8 978 170.0 NO 03.9 978 170.0 680 73.3 078 770.0 BBO J UWj 50.825 in 170.0 717 170.0 603 170.0 BBB 17D.0 871 150.7 827 170.0 881 131.9 917 168.5 706 117.2 827 159.1 029 105.5 927 156,3 606 67.0 92T 156.3 695 T5,/ 821 156.3 695 65.9 027 15e.3 685 _ _ W 54 In 170.0 797 170.0 612 i5e.5 869 170.0 601 132.6 869 153.0 687 115.9 860 141.6 669 107,0 669 134.0 660 92.7 869 120.8 051 77.3 869 120.6 652 60.2 869 1IB.B 652 57.9 809 128.6 652 W O o 0 606 143.2 746 117.8 6J/ 119.1 746 112.3 620 1D2.3 146 117.8 600 89.5 716 707.8 399 79.8 740 101,0 697 77.8 746 06,0 507 60.7 716 B1J 50.7 51.3 74fi 01.1 587 11.6 768 93.3 583 m M 4l In 12].7 877 132.0 578 10J.I 877 111.7 Sfie BB./ en 100.1 555 71.7 677 91A 610 68.7 877 85.2 539 61.0 077 81.0 531 51.0 877 71.0 620 11.7 677 76.7 529 36.7 ell 78.7 578 i- C) J Og In 107,0 617 114.1 630 89.7 617 97.6 618 76.8 817 68.1 SOB 67.3 617 78.3 600 59.0 617 72.6 494 53,9 617 88.7 489 44.6 017 61.1 167 J6A 817 63.7 102 77.8 617 87.7 182 W 0 9 d 72 b 02.8 516 e7.f 150 OB.1 516 T/.7 110 59.2 518 85.3 432 61.0 6I0 58.6 425 40.1 516 64.2 419 41.4 518 50.7 411 34 5 518 46.6 400 29.8 618 45.0 405 25.8 670 45.0 405 Z U) pC 207 5 701. 70.5 165 77.7 IOfi SB.7 165 62.8 786 50,1 165 61,1 190 41.1 465 19.1 784 39.2 465 45,3 378 351 465 12.2 374 28.1 405 30.3 387 25,2 485 36.5 361 22.0 465 36.2 363 J 27 W 76 1. 05.2 111 68.0 787 51.3 111 67.7 370 16.8 417 50.9 172 40,0 114 45A 368 ]6.2 411 41.8 360 32.6 441 38.7 358 27.2 441 74,9 349 23.3 441 33A 346 20.4 441 32.7 345 .=.I U z 90 in 42,4 332 43.8 295 35.4 372• 37.0 203 30,3 332 32.3 284 26.5 332 28.8 211 23.6 312 141 171 21.2 332 11.1 272 17.7 332 21,3 266 15.2 332 19.6 262 11.3 132 18.7 260 Q 0 V F 0 Q 0 B6 in 35.0 381 35.9 280 20.1 281 J0.3 258 25.0 281 26.4 252 21.9 291 23.5 718 1B.d 281 7I.J 211 17.5 281 79.3 217 11.6 181 17.1 736 I2.5 281 15.6 232 (V 108In 24.8 230 25.1 200 20.5 2)0 21.1 205 17.5 IJO 1e.] 201 ISA 270 16,2 IBB x z � O (n n s o 1111. 12.6 218 23.1 IB7 i6.B 710 79.1 194 18.7 216 iB.B 191 71,1 7I6 id.9 108 V)-b o 120 6 17.0 107 18.2 170 14.9 187 15.3 IB7 (h C� X Q N a 0 0 TABLE 9B a°T z m(0 0-0 ANCHOR CAPACITY ADJUSTMENT FORMULA: AnchorCepaclt Table Ib9) s�ma SWslmle: 2JIk Collcrele 3.51;Can,, Iwl CMU ANCHORCAP.,,,,,,,,,,, F91ed CMU RT wood mel'! (Dp,)X( >=ANCHOR CAP.,,, Anchor Type: 3116-Sim Ultmcon 1!1'Elm Ultimon 5110'Elw 3110'Elm U11mcon 174'Etc,am 5/16'Elco 111'S6 Elco 610 Steel X42 Steel 912 Sled MULLION CAl,.-,- AnchorCllpPatlerne unracon UlBecon A9veoalor SC-I[S)Sarew(O5) Screw(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR Edge oisle'g g.7 r avx• 1• 2.1M 3.17x- 1' 2.112- r 3.176• 7' 0.48- 0.51• 0.324- CAPACITY REQUIRED"CORRESPONDING TO AN Emhadmenl pn' 1-14' 1aV' 1.14' M41 .22 1.1/4' 1-111• d1,4• 1-1/4' 2' tale- ta10' )edea ACTUAL PRESSURE REQUIREMENT FOR THE 2AnaMts 4,75-Mir, O.C./Slen6ard a I765e1 alp(Fq.17 390 ps 3BJ IM d50IM 270 ms 260 lbs 15/IM 7401M 374 i0.¢ 664 Ibe 94616¢ J41 IM 4421M 5601. OPENING,WHEN IT IS LOWER THAN THE MULLION /Anchors®1.15'Mln.O.C.1 Slende4d(or rJBseO Clip (Fig.2Y 400166 70D lbs WA N!A JBO IM WA N7A NIA WA WA 682 IM 8851. 11201. CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Anchors®J'Min.O.C./(2)2a5 Angle Ci"/(Fig,3), 78D Ibs 7871. 6801. 5401. 580 Pb. WA 7001. 7481. SBO bs 16P2 IM 682109 6651bs 11201M MULLION.IT WILL YIELD A MINIMUM ANCHOR 3 Arlc'4A W 0.51'Mln.O.0 I Utllp,blo,100'Al m.(Fla.4T WA WA WA WA N!A WA NIA WA WA NIA WA NIA 9501De CAPACITY WHICH MAY BE USED TO QUALIFY I Ancho I F-qy(Hp.5k IB51M 1951bs 22516¢ iJ51M NO IM 1771. 3701. 16716¢ Jaz IM 47J IM 1121. 2111. "Oil' ADDITIONAL ANCHOR OPTIONS FROM THE 2Arlchus 4]1.15'Min.O,C./F-aip(Fq.6). 2401Ds 35016¢ WA WA N/A WA 1BO IM NIA NIA WA WA WA J/I IQs 1421. SBO ms ANCHOR CAPACITY TABLE. ('R('AUC'F REV ISC•D v coutplying with Ih.Flasm. 11 ild ng Code FIGURE 1: FIGURE 2: TABLE NOTES: -1.250 - Aceepinn No l6"O'L1a•O (?zpimtion Dole 402 • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION BY ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Jsii Ode!•roducl Co 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. �� '2r FIGURE 3: \�� ,�( t,NN')/. ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.250' `: 2n.•\\�,Fid;�.'•.!C•7� ® CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 'r','• irk; BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 'i:: I40,511705 IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND FIGURE 4: FIGURES: FIGURE 6: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL 100' 13E PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE �' 6063-T5 AND BEA MINIMUM OF,100'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND :i•"''. S 1/'� • • .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A36.ALL ''� .!':?�?��'•'•.;`'; ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1.25-X 3.25•X.10D' % U MULLION ,r, ,. ' 1110&412 ANCHORS INTO WOOD MAY BE STEEL,I8.8 S.S.OR 410 S.S. A.LYNN MILL.ER,P.E. FL P.E.#58705 TABLE10A Mullion Ce achy Table Qbe/fe) w Opening Width(for vedlcery-spervYng mullons)or opening Haight(for hodzortellyspennitg mUllons) SO In 601n To In 50 In 90 n 100 in 120 in 110 n 160 In fix o 126X32b R9elenqular Trep•Triang. Reclengular Tiep/tden9• RlNanpular TropTding. Recurpula T,.Prrd ng. Reclarigalar hepRdong. Rlclangufar Tlaprtdang. Roctangular Tmp'rdang. Rodongulor IrmprTdanp. Reclangolar Trapm!ng. 4p %.624 Loedng Loading loafing loaning Leading Loading loafing Loafing Loafing Le wing Loading Loadi'n Loadrg Laadng Loading Loafing Loafing Loading S= FR U AIMTub ullion6Al"I.; ..rx� �€ a asuu _� a s� ag �� 4� ;� a o ag u ua u u" u' a' ��uua u' Lo c 3.1i .aa a � $ �� �� s � t $ r 's e "� mdr f0. a f1 81 do' s� dJ 3 . Eg g E& �S d& Z 121n 170,0 610 1700 135 1700 744 170.0 470 170.0 flf 170.0 506 170.0170.0 619 170.0 ills 170.0 621 170.0 1240 170.0 521 170.0 1/BB 17DA 521 Ii0.0 1775 170.0 521 170.0 1983 170.0 511 W dB In 170.0 70B 170.0 524 170.0 850 170.0 581 170.0 992 170.0 630 170.0 1173 110.0 661 170.0 1275 170.0 677 170.0 1417 170.0 6110 170.0 1700 170.0 560 169.7 1979 170.0 680 1111.5 1979 170.0 6110 J W 50.625. 170.0 7/7 170.0 667 170.0 096 1700 631 170.0 1016 170.0 681 170.0 1195 110.0 123 1700 1376 1700 767 170.0 1494 170.0 756 170.0 1793 170.0 755 1525 1877 170.0 756 131.5 1617 170.0 766 541n 170.0 791 170.0 612 110.0 956 170.0 691 170.0 1116 170.0 751 170.0 1275 170.0 003 110.0 1471 110.0 877 170.0 1694 110.0 556 156.4 1759 00.0 061 134.1 1769 170.0 651 117.3 1759 170.0 061 W O O m 407 t- 60 In 170.0 555 110.0 101 110.0 1063 110.0 797 170.0 1110 170.0 870 170.0 1417 170.0 941 161.1 IS11 170.0 996 115.0 1511 170.0 1033 120.6 ISH 170.0 1063 103.6 1511 170.0 1063 90.6 1511 170.0 1067 rr�//533 O 61 in 110.0 930 110.0 746 170.D 1116 B0.0 650 170.0 1301 170.0 940 USA 1370 170.0 1016 139.2 1]70 17D0 1076 125.3 1370 164.0 1D82 104A 1370 15S.9 1072 89,5 1310 155.3 1010 70.3 1770 155.7 1070 � W ss in 170.0 916 170.0 769 170.0 1169 170.0 903 155.6 1248 170.0 1002 136.2 12/B 155.6 1013 121.1 1N8 147.1 1000 105.9 1248 179.0 Sal 90.0 1248 130.4 978 77,5 1218 129.0 975 60 1 1249 129.0 975 � (n a m Z) J 711. 167.11 16/9 170.0 5/11 139.9 1019 150.2 592 119.9 169 1721 515 1W.9 169 119.7 860 932 1019 109.7 Bog 03.9 1049 102.7 038 69.9 1019 94.7 025 69.9 1M9 91.2 1120 526 1019 91.1 820 J g• o ?Gin 112.7 961 169.1 822 1111.9 911 126.0 005 101.9 941 111.2 791 119.2 941 IWO 717 79.3 941 91,7 766 71.4 941 85.5 767 59.6 941 77.6 7U 51.0 911 74.0 737 64.6 911 73.3 TJfi � m 6 Ja iB In 1729 691 177.6 783 691 116.9 761 91.7 691 102.1 757 02.6 694 91.9 710 13.7 1191 84A770 66.0 1191 78,3 721 65.0 896 70.7 707 17.1 894 67.0 101 61.7 691 66.1 69B V 90 in 65.9 671 00.7 ,596 71 11.6 671 71.9 555 61.1 671 65] 575 577 6T1 50.2 556 47.7 671 529 55B 47.0 671 1 40.5 551 35.B 671 17.1 639 30.7 671 ]9.7 571 26.9 677 31.9 526 1'- CN Q o 961. '70.0 690 71.0 527 59.0 690 614 615 50.6 590 53.b 609 11.3 690 41.6 602 79.7IS 7.0 494 36.4 590 79.6 108 29.6 690 74,1 111 29.7 590 31.8 669 22.1 590 29.5 d6/ N r I--• X uZ co p 1011 In 49.7 166 50.4 121 41A 166 425 411 36.5 166 77.1 408 71.1 166 72.9 102 27.69.7 396 24.9 466 21.1 791 20.7 166 27.5 782 17.0. 166 211 R5 15,6 166 19.fi 770 N R 'a�0 y'-• 1111. 15.0 111 46.7 600 38.2 N1 79.1 397 72.7 641 36.1 ]117 28.6 111 30.2 3112 25.67.2 ]76 21.9 {II 24,9 712 19,1 111 11.6 363 16.4 611 191 75fi 1/.] 411 17.8 351 [V r3 C) Ihl in 76.7 7TA 76.9 311 302 375 71.0 779 15.9 JTe 26.11 UI 71.7 775 23.7 ]29 20.11.7 725 IB.1 770 19.5 721 15.1 374 76.7 311 X oo 1441. 21.0 262 211 242 11.6 262 17.8 1 239 1 15.0 � �262 15.7 236 In CN 0 TABLE 108 Q.a$T Z m U) to AnehorCapacity Table jibe) ANCHOR CAPACITY ADJUSTMENT FORMULA: .� EOf m� sutalrale 2.7k(brcede 3.5kCm8. Hdba cmu FlocdCMu PT w00a Mda (Dp".)X/ANCHOR CAP.,•,",,,a)=ANCHOR CAP.,,, YIP Fico 4P SSE%o 5116•Eko V4-SSEIco a10Sled et2Sleel a12SIee1 `MULLION CAP.,-,- AnchorCllpPelteme /d%har Type YIP EIcoUar4cm vC EkoUnmcon u0racon YtP Elco Uarcem Na•Eko Uaracon A��dor Ukracm Aggn GnIor Screw(W)Scr-(G5) Scra1(GS) USE THIS FORMULA TO OBTAIN THE•ANCHOR Edge Uslarce on) 1• 1 2-112' 1• 2-112 3-118• t• 2-v2' I• 2-tf2 2- 3-IfP 2' 0.48• 1 0.54- I 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN EmWehmt n 134' 13'4• 1-314• 13'4• 21 1-1/4' 7-714' 1.114• 1-V4' 1-114' t-114' T 1-Ya• t3�P \ales ACTUAL PRESSURE REQUIREMENT FOR THE 2Anclurs®4.75'MIR O.C.I Slaldad or Oftel Ctlp 1%11 300ros 98010: 450IDs 09010.3 16441bs 270ros 20010: 761 Ibs 74010.3 37410: bbl lb9 046109 alt los 462 ms SGO Ito OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Archers�1.15'Mia B.0 l SImd3ld jar abeq Cop(Flg 2)' 4601bs 700105 NIA- WA. NIA tUA 3110Its NIA WA NIA WA, WA 682 ms 885 MS Ii20lbs CAPACITY(FROM THE TABLE)OF THE SELECTED d Arc1'as®3'Min.0,C.I M 215 Arole Cllpsl Ma 3) na)1113-1 700 toe 680 RK 15W 1b9 IBM IDs 670111 b6 Ibl NIA 760 Its 748 As 08011. 1892 k. 682lbs 82510, 1120 Ira MULLION.IT WILL YIELD A MINIMUM ANCHOR 3ArctorS@0.6r4'MYL O,C.IULBp,In10,100-Aum. d) MIA WA NIA WA HIA IIIA IUA NIA WA NIA WA WA NIA IYA O500a CAPACITY WHICH MAY BE USED TO QUALIFY 1 Anctorl FCOp(Flg 5y 106Ibs 105105 225070 445lbs 82205 t751bs 140 Its 177 Ms 3701m 107 lbs 332 lbt 413 na 170 to 221 R6 200 toe ADDITIONAL ANCHOR OPTIONS FROM THE _2M ®1,1P Mln O.Q1 F-0Ip g 240 D9 350105 IIIA WA NIA NIA 1001b6 NIA WA NIA WA I0A 311 lbs 642 . W-0-ft-1 ANCHOR CAPACITY TABLE. !'R )UCF REVISED .5 cmuplying wish file FRa1de FIGURE 1: Building Code FIGURE 2: Acccpt.mN.16'C21$65 • , . TABLE NOTES: t261" Ez inuion Date 7Q,p'j 1 • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION By ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. Mi-,IN P. cl Coo ,\\Illlll!I 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 1\ 3 LY 'J i FIGURE 3: ;•.0\3�..... ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.260" ,• \� `<• CLIP 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. IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL "•'"` Q' [ 7� FIGURE 4: FIGURE 5: FIGURE 6; BEPRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55,ALUMINUM SHALL BE4• -')•� 'v.,.p::l{l'•- • i�\'• SfI TE •y1,� 6063•T5 AND BE A MINIMUM OF.100"THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND \ .045-THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST A25•THICK AND A36.ALL ^ F(UR10};'• �<+\�• • i���l;r•'•....... ��•; ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 1.25'X 3.25'X.624' �/�7 i;f)j•,)<�,�,�\;1�`' ® #10 8 012 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR410 S.S. MULLION A.CYNNULLlk P.E. FL P.E.#58705 TABLE IIA --- e ' Mullion Capacity Table(1691712) �gl� re Opening Wdth(forvodlrstyspanningm1111ons)or opening Helghl(fo7hodzonla"pennllg mullions) 60 in in 70 in 00 in 906 100 to 7201n 11oin 160 in Reclangater TrWTiteng. 11-0-rpuld, TIepRdang ReNenguler TrayTdeip, Reclangulw Tr.W6_._g. Raelan9Na, Ta RdOnp. Ra Olen uter Tra d� O 136 XJA4 p g p7denp. Reclengular Trapndarp. Rectan,d.r T,ap'Te. Raelan7N, r Trap7riang. s= X.024 'Loading Loading LoeJng LOaailp LoedMg Loading Lwd1g LOadlrq Loabrp Laad Leading LeadiTp Laadng L-Ing 199dinp Lowing Lwd'ng l0ediN oY4� AIUM'Tube . .F .0_ .^ $_ •w .tl s .F_ $ .g_ ,+ .�: .s .5 .s�T. 1211 .c - ,g .g d Mullion & • 6 a S� •S-_ 5„ € {1-_ .w.. � Ae sa e. �� 's eA a� �� �� a :€ "s R o� o a e€ �A •� g N o u4 u u u ua n u u' u u u• u a 6 e s gmd21n 170.0 620 170.0 415 170.0 TII 1700 170 170,0 060 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 621 170.0 521 1700 1408 170.0 521 170.0 1735 170.0 521 170.0 1907 170.0 671 � W 48 in 170.0 708 170.0 621 170.0 050 170.0 584 170.0 992 1T0.0 630 170.0 1133 170.0 661 INA 1276 170.0 671 170.0 1417 170.0 580 ilell 1700 170.0 680 170.0 1963 170.0 650 170.0 2267 170.0 680 J W 7 S 60.625 in 110.0 711 170.0 567 110.0 096 170.0 6)1 1700 1016 170.0 601 170.0 1195 1700 723 170.0 1345 1700 747 f70.0 1491 170.1) 75S 170.0 1197 170.0 756 170.0 2092 170.0 756 ITD.e 2791 170.0 766 � (L'b fn moo' Sf In 170.0 197 110.0 612 110.0 956 170.0 691 170.0 117fi 170.0 T5/ 170.0 1275 1/0.0 1)0] 170.0 1134 170.0 837 {70.0 1594 170.0 956 ITD.0 1913 170.0 661 1T0.0 2231 170.0 061 160.2 2407 170.0 061 U-1 0 60 in 170.0 085 170.0 701 170.0 1063 110.0 797 170.0 1210 ITD.O 070 170.0 1117 170.0 941 170.0 1591 170.0 996 1T0.D 1771 170.0 10]3 170.0 2125 170.0 1067 1103 2163 170.0 1063 129.8 2163 170.0 106,3 (() CQ C0 63 in 170.0 930 170.0 745 1700 1116 170,0 850 17C.0 1102 170.0 940 170.0 1480 170.0 1015 170.0 1673 170.0 1075 170.0 1859 170.0 1122 156.9 2060 170.0 1169 131,5 2060 1700 1171 117.1 2060 170.0 1171 W J Ca In 1740 974 170.0 789 170,0 1169 110.0 9113 176.0 1764 170.0 1002 170,0 1558 170.0 1066 110.0 1753 170.0 1155 170,0 1918 170.0 We 143.0 1966 170.0 1275 1226 1966 170.0 1296 107.2 1966 170.0 1206 z (EL n m 12 In 170.0 1063 170.0 370 170.0 1275 170.0 1009 170.0 1108 110.0 1126 170.0 1700 170.0 1229 154.1 1734 170.0 1715 130,7 1734 169.8 1306 115.6 1734 155.9 1364 99.1 1734 1508 1352 86.7 1734 150.2 1352 J $ ; 76 1. 170.0 1127 170.0 937 1740 1346 170.0 1080 168,5 1556 970,0 1209 117,1 1656 166,2 1285 111.1 1556 1515 1250 117.9 1556 111.3 1251 903 1556 128.3 1229 81.2 1556 1227 1219 73,7 1555 121.2 1216 7 E tl �z 76In 170.0 1151 170.0 %T 170.0 13131 170.0 1116 155.9 1477 169.3 1245 136.4 1/7T 1520 1224 121 2 1477 139.1 1206 109.1 1177 129.5 1191 %.9 1477 II6.9 1169 77.9 1477 110.8 1158 68.2 1177 109.3 1161 Q V V 90 In 112,0 1110 1/6,.5 966 1184 1110 123.9 960 101.5 1110 107.9 961 BA.B 1110 96.7 976 78,9 1110 07.5 922 71.0 1110 00.1 910 59.2 1110 71.7 091 51)./ 1170 65.6 gig 448 1110 62.7 070 z Q N O 96 in 117.0 975 1207 072 91.5 976 101.5 056 07.6 975 00.3 012 772 976 78,6 029 69.0 916 71,2 317 58.5 975 65.1 807 40.8 976 67.1 707 41.0 975 62.1 776 ]6.6 976 49.3 767 Ta- x Z O lOB In 62.2 771 BI.O 696 60.6 771 70.7 605 58.7 771 61.7 674 51.4 771 61.3 661 15.7 777 {9.0 655 41.1 771 44,9 641 34,3 771 ]B.9 632 ]0,1 771 35.0 621 25.7 771 32.4 612 q0 Ili In 75.7 710 71.3 661 fil.f 170 65.0 650 61.1 770 56.] 66,0 /T.] 7]0 49.9 GJ1 12.1 770 46.0 622 ]T.8 7]0 {I.1 6f/ 7L5 770 35.fi 600 21.0 770 31.9 SB9 2J.T 710 79.5 581 M Ul 120 In 59.9 626, 61.0 569 19.9 621 51 2 560 42.8 624 4/.J 652 3}.5 6]A 79.2 611 37.3 621 ]5.7 677 70.0 626, 77.2 631 25.0 6M 27.7 519 218 671 21.6 509 10.7 621 22.5 501 d' X 1`1 144 in 31.7 437 75.1 100 26.9 113 29.4 395 24.8 137 26.1 790 21.7 433 22.6, 385 19.1 /3] 20.0 381 17.3 433 19.2 376 N T B 1 B Qs zm0� U) O s:0 ANCHOR CAPACITY ADJUSTMENT FORMULA: EL Anchor Capacity Table(Iles) -� .� m� sumlale 2.734 4xX Me 36kCme. Hdbw tl4U FOIeO CMU pT Waod 76,dd Dp ANCHOR CAP.,.y,._. G o ( )X( )=ANCHOR CAP_ S16'E110 Ali eC Elca 5116•Eke 114•SS Elco 41D Sled 412 SIMM 012 SIMM MULLION CAP.,_„a,a ATXI1v Type 3'16'Elco UHlacm 114'EXOURracOn J•Ie Elco UImm tie E1000nrx- "SSDlor U818cm AWmcdor Seiew(05)SCfCW(GS) Seresr(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR AnehorCllp Pellem9 UGrdcm E Uslame Any 1' 2-ur 1' 2-U2' 3-Ue' 1• 2-Ur 1• 2-112 CAPACITY St18' r o.ae• 0.54' o.3za• CAPACITY REQUIRED"CORRESPONDING TO AN Emhmfml n) 1314• 134• 1314• 154' r 1-1/4' 1 14W 1-174• 1-lie 1-174' 1-114' 2' 1-31B' 13re' vales ACTUAL PRESSURE REQUIREMENT FOR THE 2AMI3M 4.75'MIn O.C.f 61a1ger0 aomei CMp(Fig.1) -CO AS 790 W6 450 rag 800 Ice 1644 MS 270 IDS 2m R0 351 las 7401m 31411,' 66420 Of6 im 341 ID3 4/2 W6 6601m OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Archm 1.15•MIn O.4 I SIa f6,•or Oleel)cop pig 2T 40010' 700 fm NIA WA NIA NIA 3801m NIA WA H7A IUA WA 68211,' mica 1120 Im CAPACITY(FROM THE TABLE)OF THE SELECTED 4Arcrors 3^Min.O.C.I Ia6ArgleC 7(Re.3): im lm Tao 1,a moos 156D R6 18991m 540 let 5m lm NTA Ito lm 74B As 9801m t0921m 221Ds 685 Xe 1121,Im MULLION.IT WILL YIELD A MINIMUM ANCHOR aarcrors 0.54'MIn.0.47 uae,1nto.IOe Alum lj 4y NIA 141A NIA WA NIA IUA WA NIA WA NIA WA Wq r+a Ion 1267 rob CAPACITY WHICH MAY BE USED TO QUALIFY I Amtvl/F-0IIp 1)5) 10511,' 1051m 22511,' 4451m 8221m 13511,5 1401m 1T7 IDS 3701m 18710 3321m 473 IM 1TOISs 221 Im 200 N ADDITIONAL ANCHOR OPTIONS FROM THE 2 Ancrors 1.15•MIn 0.01F47B 061 24010' 3501m NIA IDA fI/A NIA 1901m NTA WA NIA Wq IUA 341109 4421m Cb010e ANCHOR CAPACITY TABLE, PRODUCT REVISflD m complying wish the Fluri& Iluilding Cede FIGURE 1: FIGURE 2: TABLE NOTES: 1.250 Acaeplyue 140{131,'0218'CD2) C<piral'Off Dole 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION By ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Mi Dade Pmducl ' -,ttl IIII1y FIGURE 3: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND!OR OPENING WIDTHS IS ALLOWABLE. l ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.94' ,��'.•''�:Ci:IJS(. '•.4%� CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS y� ® BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ).1,1.50705 134 PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND i FIGURE 4: FIGURE 5; FIGURE 6: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL Ll BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE S 6063-T5 AND BE A MINIMUM OF.100'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND •624" •.i)C; ., F:nl' , .045'THICK(10 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A36.ALL -- --L .!'LC1R1(?�. C2• • ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. • ""s s'1(- 1::13 • - 1110 81112 ANCHORS INTO WOOD MAY BE STEEL,186 S.S.OR 410 S.S. 1.25'X 7,04'X.624' A.LYNN MILL R.P.E. MULLION FL P.E.#56705 TABLE12A Mullion Cavacltv Table Ibellla ® n A Opening Width(for verlicatyspanning mullons)or Opening Height(for tndzomelly-sparclfig muillons) y SO In 801. 701n 80 In BO In 1001. 1201. 1401. 160 In x r! Reclanguler 7V WTdw4. Rectangular �Trepltlleng. Reelen9uler Tregrritm. Reolanow TreNTdang. Reclanguiu Tropmarp. ReclangWer TmprTdeng. Reclengder T,wTdeng. Rectenawn Trep/Tm Reclmtgw. Ttepfrdang. $g p 2 x 4 x.26 leafing Loadng Loadng Loodng Lwadrtp Loadng Loadng L-Ing Loedln0 Loadng Loadng Loading Loeding Lowing. Loadna Lowing Loading Lowing Alum.Tubo T77 2901110. „ d4l! � t39sI:€ �. � eM.s d i� a rnto �421n 170.0 620 170.0 4]5 170.0 744 170.0170.0 888 170.0 Sea 170.0 992 170.0 518 170.0 1118 170,0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 170.0 1983 170.0 521 481n 170.0 700 170.0 524 170.0 MCI 170,0 581 170.0 092 170.0 630 170.0 1133 170.0 601 170.0 1275 17D.0 GT7 170.0 1417 170.0 680 170.0 1700 170.0 a80 170.0 1903 170.0 680 170.0 2267 170.0 680 J W 60.6251. 170.0 747 Vol 563 170.0 898 110.0 631 170.0 1018 170.0 881 170.0 IIBS 170.0 727 170.0 1343 170.0 747 170.0 1484 170.0 756 170.0 1797 170.0 756 17D.0 2092 170.0 756 170.0 2391 170.0 758 _ 541n 170.0 797 170.0 512 170.0 980 170.0 set 170.0 1116 110.0 754 170.0 1275 170.0 80.1 170.0 1434 170.0 837 170.0 1694 170.0 856 170.0 1917 170.0 881 170.0 2231 170.0 861 170.0 26M 170.0 881 � d'Pmm 0 0 O 60 In 170.0LU 0 BB5 170.0 701 170.0 1083 170.0 7117 170.0 1210 170.0 676 170.0 1117 170,0 9!1 170.0 ISR 170.0 BB6 170.0 1771 170.0 1033 170.0 2125 170.0 1063 170,0 2479 110.0 1063 160.8 2680 170.0 1067 1-- 63 B71n 177.0 910 178.0 145 170.0 1118 170.0 650 170.0 130Z 170,0 0/0 170.0 1488 170.0 1016 170.0 1673 170.0 1076 170.0 1859 170.0 1122 170.0 2231 170.D 1169 166,7 2653 170.0 1171 145.9 2553 170.0 1171 {- t0 J J 661. 170.9 978 170,6 789 170.0 1188 170.0 003 170.0 1761 170,0 1002 170.0 1338 170.0 1086 170.0 1753 170.0 1155 170.0 ISO 170.0 1210 170.0 2338 170.0 1275 151.8 2137 170.0 1286 132.9 2437 170.0 1266 721. 170.0 1063 170.0 670 170.0 1275 170.0 1Mg 170.0 1488 170.0 1126 170.0 1700 170.0 1228 170.0 1913 170.0 1316 170.0 2125 170.0 1387 U5.6 2181 170.0 1480 124.8 2184 170.0 1528 700.2 2181 170.8 1570 Z o 0 m - S 761. 170.0 1122 170,0 037 170.0 1118 170,0 1080 170.0 1610 170.0 1209 170.0 1784 170.0 1322 185.1 1860 170.0,1421 146.8 1880 170.0 1505 127.6 1980 181.8 1518 708,1 1860 161.0 1335 02.9 1980 152.7 1531 (jj'€ m N 7A In 170.0 1161 170.0 867 170.0 1381 170,0 1178 170.0 1611 170,0 1260 170.0 1812 170.0 1369 152.7 1881 170.0 1171 117.4 1881 187.1 1600 114.5 1881 717.3 1473 98.2 test 139.8 1{39 85.8 1661 137.8 1454 = 0.a u` n8Z J Q J 29In 170.0 1328 170.9 1144 1/0.1 1188 IS8.0 1218 127.8 1398 170.0 1196 111.8 1786 121.7 1178 98.4 1398 110.2 1162 60.5 1386 101.6 1117 74.6 1398 ag,8 1122 83.9 1398 82.7 1105 65.9 1789 78.0 1090 F J '- 961n 111.1 1Y19 151.5 1098 172.9 1228 127.8 1079 106.1 I22B 111.2 1087 92. 1228 98.9 1044 81.9 1229 69.6 1029 73.7 1228 62.4 1010 61.4 1229 72.2 991 52,7 1229 BS.B 977 18.1 1228 62.1 967 Q z III In 103.5 971 105.6 877 06.3 071 89,0 082 74.0 971 77.2 B{0 29.7 071 BBA 637 57.5 971 61.8 825 51.8 071 68.6 815 43.1 971 49.0 796 37.0 971 44.0 782 72.1 071 40.0 771 161 g0 e� 1111. 95.4 919 97.3 0.72 79.5 919 81.0 810 68.1 019 70.9 806 69. 819 62.9 794 53.0 919 56.7 781 47.7 919 51.8 774 39.7 8l8 44.6 756 29.1 all 40.2 742 28.8 819 37.1 712 IN di A B 120 In 75.5 786 76.8 716 62.9 708 81.6 705 639 788 65.8 895 47.2 780 49.4 fiB8 41.0 788 44.1 877 77.7 768 10.5 086 31.6 706 54.9 851 27,0 760 31.0 611 23.8 708 2fi./ 671 U) ' 1441. 43.7 318 44.2 504 76,4 518 37.0 IBB 31.2 646 31.9 491 27.3 646 28.2 485 24.3 VA 26.3 479 21.9 348 22.9 471 70.2 290 19.5 464 15.6 646 17.2 165 13.7 548 16.6 448 U X Q ABLE 128 ANCHOR CAPACITY ADJUSTMENT FORMULA: IL Z con In Anchor Ce ectty Table pb9 gi ms0 ` sulevate z.7ko7rclae a6KCmc. it"cmU ANCHOR CAP.",,,,,,, a �mO FlBed cMu PTW0nd Mdel (D u,)X( )=ANCHOR CAP... m 3 NIC Elco V4'80 FJco NIC Eko 174.58 Elco Mf0 S7t� 441251881 4412 6lcel MULLION GAP.,,,,,,,„ AnehorCllpPelkm• AtKtq•7)•paK3116- mUAmcm 114'EkoUe2cOn UOlacon &10EIc0Unrxan 1/4'EC011A2con Aggecalor uttmcm Aggn:Gaa sc,(G6)5crer(Gv7 screw(G5) USE THIS FORMULA TO 0878144TH£ANCHORE palatte n2-v2.^ t• 2-117 3-110 t• z-v2' 1• 2-v2 2' 3-1/8- 2• 0.48• 0.54' 0.321• CAPACITY REQUIRED"CORRESPONDING TO ANEmDe011Onl On 1314' 1314• 13'4• 2- tN4• t-t/4• 1.1/4• 1-114• 1-114• 1.114' T 13'8• 1316 fates ACTUAL PRESSURE REQUIREMENT FOR THE C.I St adadurOl8e1C8 tb - 39or- 450OT 665 Its 15441Ds No lbs 280 Im 354 Its 7401m 3741bs 664Im 046 Ae 34Ims 4/2166 560 ms OPENING,WHEN IT IS LOWER THAN THE MULLION4AmIt- 2.66'MIn O.C./Slatdam rrgeel CA311 740108 630:763 1d85 Me 1474 IDs N/A 560 IE5 NIA 095106 NIA ago lot WA 682IDs 8651tat 112oibe CAPACITY(FROM THE TABLE)OF THE SELECTED 6Arcna9 t.71'MIrt O.C.ISlandaN aglSel Cl 43 0501 758 m3 1946106 N/a NIA los ks WA 7BBIbs NrA WA WA /922He 1327 Its 1680 Ile MULLION.IT WILL YIELD A MINIMUM ANCHOR 4Arcron 3•Mm.O.e.r 2858 le cuv 7 600m 1560m. tees lDs 0106 5®rte R/A 760ILs T481D, 89010. 189206 692103 eas lDa 1120lDs CAPACITY WHICH MAY BE USED TO QUALIFY 6Arclom 3'Mln.o.ar 2ca Argtecs r 0 tnonn 1170 the 100.0106 x1401m 2840 ea a s goo ws H/A n4o ire Itzz®s 1820 lbs 2838lbs 1022lbs 1327 Ile 16801ta ADDITIONAL ANCHOR OPTIONS FROM THE 3Arcron S.x•MO.O.C.I UC ,Inlo.123A1um. NIA IVA WA WA NW IIIA WA HVA WA INA WA Wa NIA vA 073 ANCHOR CAPACITY TABLE. 6Arcron 0.64•Mh.O.C./UC Inlo.125'Alum. .6 N/A WA N/A IVA NIA NIA WA NIA IVA IIIA WA IVA NIA WA 21 0s PRCOUCT RGVIBRD 2 ArKron 260 MIrt O.CI FC6 370 OK 37010. MS 10, 7431Dz 7121m IVA 2801m NIA x6115 N/A 140106 IUA x1®s 442 ax 560 Ba at contUCT EVI%villr Florid• 3Arcron 1.71'291..O.C./F{2 .1D 4470, 625 Be 378 Ws 073106 N/A NIA 351105 N/A 3991b5 141A WA WA 5110, 664129 840 Be 00ding Code NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. Acftptattec No WO-OS 18-b',j CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. F.pim4i It Uate /fDq 'FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: By e • • e • • • TABLE NOTES: 2.000' Aliant Unde Product Con • • /1/1111111 r1r t)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR oI � • • • • GENERAL INSTALLATION METHODS. FIGURE 5: FIGURE 6: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. ���(,{ •= • • • 4,000" NL+. 3705 ' • I+ 1 ® • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES TO BE DRILLED IN •250 = - THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE 1 LOCATIONS. %-Tt),..�• (• - FIGURE 7: FIGURE 0: FIGURES: FIGURE 10: ANGLE CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT ; 'i c/o I:OF <!/: 9 f Ia a I • • (FIGURES 5116) (CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. i •'•'8'-OR1U�;'• (j;;` o MUST BE USED ALUMINUM SHALL BE 6083-T5 AND BE A MINIMUM OF.125"THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 2•X 4'X.25"MULL /ls'i/(;�It( U. IIS luuul )��) IN PAIRS. GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW 8. • • THREADS BEYOND THE MATERIAL.#10 4412 ANCHORS INTO WOOD MAYBE STEEL,18.8 S.S.OR 410 S.S. A.LYI�NII� L ER,P.E. FL P.E.#58705 TABLE M4444 . ...r ,.,._. _ Mullion Capacity Tablo Ibellt7 14 t;�9� N _ Oponln¢Width(iorwRicalVsperlrling mU9om)oroponlnB Haight(iorWzDrtel Lsper(ing mdliorls) 74 •- NS71n', '904+ 701. so in 8418 }OO in 120 to 140 in 10o in � a Raa:en9uli: TaplTdan9. R0cI0n9uler Trap/Tda1g. Roclenguler 7reyTdarg. Reclan9ulor Trep'Tdeng, Reclan9ula TI.PTdnn9. Reclen9der TmprTdeng. R%Iongu1a TropTdeng. Roclargular Tmp7Tdan0• Reclanpllar Trep/TaanA- SFS�icl $ O 2 x 8 x.2&1, LO Lesdng 'Loadng Loadm Loedlp Loadng Loadng Loading Lo9dn4 Loadrg Loafing LaedfrtQ Loading Lowing Loafing LoadnO Loafing Loafing O>a' Alum.7ubd r z " > x F r t 2> a x 1 t t a a 2r x z x z a c Y Multi on - •� m '� q a ^• a u v.. v o., a .As a o a w 1r ¢ e s� ge Q h• .fid € r r� `fig a � LO s `E s E #E o to no � a` s z� x� a � aIx M� a� U)x fa• $a s 42 to 170;3 820 ;70.0 435 170.0 744 170.0 478 176.6 888 176.0 508 174.0 992 170.0 519 170,0 1510 7768 521 170.0 1240 170,0 521 170.0 1468 170.0 521 770,0 1735 170.0 521 170.0 1903 170.0 525 w J w 4018 170.0 708 170.0 321 510.0 SSO 1708 584 570.0 992 170.0 830 1708 7133 170.0 681 170.0 1275 170.0 877 170.0 1417 174.0 880 170.0 1700 170.0 860 170.4 1883 1708 880 170.0 2287 174.0 880 _ 50.87518 170.0 747 170.0 583 170.0 008 170.0 83I 170.0 1018 170.0 684 170.0 1185 170.0 723 170.0 1345 170.0 747 170.0 1484 170.0 756 170,0 1793 170,0 758 170,0 2092 170.0 758 170.0 2381 170.0 750 11'° rA a 54. IX,D -797 170.0 812 1104 958 110.0 B9i 170,0 1118 1708 75d 170.0 1276 170.0 603 170.0 1411 170.0 837 170.0 1591 170.0 858 170.0 1913 170.0 e01 170.0 2231 170.0 865 170.0 2550 170.0 Bei m O 1-- 60 60In 170,3 BSS 5'54.0 .701 570.0 1983 770.0 787 170.0 1240 1700 .878 170.0 5417 770.0 BN 0.4.0 1594 170.0 998 170.9 1777 570.0 1033 570.0 2125 170,0 1484 174.0 2479 770.0 1083 574.0 2833 170.0 1083 CO 6318 1748 078 ^a.4 -746 170.0 1118 170.0 850 170.0 1302 170.0 040 170.0 1488 170.0 1015 170.0 1673 170.0 1078 570.0 10.58 170.0 1122 170.0 2231 170,0 1160 770.0 2603 170.0 1171 170.0 2975 170.0 1171 1B in 171.0 974 170,0 789 170.0 t189 170,0 903 170,0 7384 170.0 1002 170.0 i55e 170.0 5080 110.0 1753 170.0 1155 170.0 1948 170.0 Vitt 170.0 2338 170.0 1275 170.02727 170.0 1286 170.0 3117 170.0 1286 Z m J721n 17ZA 7063 170.0 670 170.0 1275 170.0 1009 170.9 1466 170,0 1120 170,0 5700 1708 5218 170.0 1913 170.0 5315 170.4 2125 179.0 5387 170.0 2550 170.0 5488 170.02975 170.0 1520LU 170.0 3100 II0.0 7530 nw y 711" 17d.tl ID2 1711.0 931 ,170.0 1346 170.0 1080*17 70 170.0 1209 170.0 1794 170.0 1322 170.0 2019 170.0 1421 170.0 2243 170.0 1505 17040 2892 170,0 1629 170.0 3140 170.0 1694 170.0 3589 110.0 1705 J d "Z a 4 J,E 7851 ",7^x.31 IiM 570.9 -957 170.01 `1381 170.0 tale17 170,0 1250 iT6.0 1042 170.0 .1389 170.0 2072 170.0 1474 170.4 2302 170.0 1584 170.0 2703 170,0 7700 170.0 3223 170.0 1777 170.0 38&3 170.0 1708 90 In 170-x(12?8 e7L.^ 1144'170.0 1594 170.0 5328859 170.0 1408 170,0 2125 170.0 1053 170.0 2391 t?0.0 1793 170,0 2058 170.0 1918 570,0 3188 1700 2125 IS0.0 3413 170.0 2273 136.5 3413 570.0 2361 Z 4 N p_ 9818 173.0 1117 570.0 1232 177.01 1700 170.0 1434SM 170.0 1822 170.0 2287 170,0 1704 170.0 2550 170.0 1952 170.0 2833 170.0 2095 160.0 31 D9 170,0 2336 137.1 3100 109.0 2470 1?0.0 3199 158.1 2428Zh1700IW4 -770.0 71189 170.0E 1913 170.0 1017231 170,0 7870 10.4 2550 170,0 2078 fe4.8 2761 170.0 2271 148.3 2787 161.0 2333 123.8 2791 140,4 2287 idi.9 2781 125.9 2231 92.7 2781 1198 21 D0 NIn N 11 In 114.0 1838 170.0 1:57 170.0(-1988 ll0.0 1709203 170,0 1032 170.0 2011 170.0 2140 181.8 2032 102.3 2245 138.0 2632 148,4 2218113. 2 . 7.8 1155 2I?e 85.4 2837 108.3 2oe8 w X12018 1700 fill 170.0 7586 i70.0 21:5 170.0 1e5) 252 150,8 1991 135,1 2252 111.4 1084 120.1 2252 127.2 1938 108.1 2252 1181 1815 00.1 2252 99.8 1672 77,2 2252 08.8 1876 67.fi 3152 01.4 1808 4i in 729.! 1584 128.8 7445 504.3 1504 708.1 1425 . 584 915 5407 7e.2 15WM 80.7 1390 88.5 15M 723 1373 62"8 1564 65.7 1350 525 1514 M. 1350 44.7 1564 49.2 1305 38-1 5584 44.4 1283a SN Z O O ANCHOR CAPACITY ADJUSTMENT FORMULA: a m� Anchorce ltv Table ObO b ANCHOR CAP. yt o�rc� sut0lmle. 2.1kConcrele 3,51,Caw- Hot-CMU r0dcmu PT Wood Metal (DPe)X( )=ANCHORCAP.u, S7fe'Eb0 SS Eko &18'Elco 174-SS Elco C105Ieei pM1231"1 N1251ed MULLION OAP.rvu,..,c AnchOT GIIp PeN9m0 A-.'.rType' YIV Eko Ullmcon 114•Bw Ult-w 3116'Eko ultnx. 174'EICO UlVecm ulUocon A99n,Golor tnlmcon AO9ra(I.Iw Suety(G5)Semw(G5) Screw(135! USE THIS FORMULA TO OBTAIN THE'ANCHOR } - E 0le5a0ca n: 7' 2-4rL f• 2.112' 3-119' i' 2•irC i' 2.52' 2' 3-118' 2' 9.88 0.54 0.321 CAPACITY REQUIRED'CORRESPONDING TO AN EmbMraanf C y: 1.374• 1-374' 1.3+4• 1.374• 7' 1.114• 1.114• 1.1 i-174' 7.114• 0114• 2' 1x79' Ial8• modes ACTUAL PRESSURE REQUIREMENT FOR THE 2AMMO; 4.75hl O.C-T SSd1Ylard'w Oftel GloF .162: 390 MS 39011 450lbe 890 lbs 1544 tbs 270IM 280165 354 m. 740563 374lba 98q lea 948160 iii ibs 44216d 560 ihs OPENING,WHEN IT IS LOWER THAN THE MULLION 4 AmMm 4,60 Wo.O.C.I Slandwd wot,1 CAD ff-3y: 700161 780Ibe 900 ib, 1700Ib9 3237145 540 m0 56010, 706 In. 1460IIA 748 lbe 1272 lbs 16921bs 682165 885100 1120 lbs CAPACITY(FROM THE TABLE)OF THE SELECTED 8Anchors 1.71^MIn.Q:C.;SfaM.d IdOset C6 ng-41, 1180 iba 9400lm lotolm 2595151 WA WA 940160 WA 10651ba WA WA WA t36310s 1770 ro 2240@5 MULLION.IT WILL YIELD A MINIMUM ANCHOR 48847.05 3'Min.O.C.I 21 x5 le d's I W-6: 760 lbs 700166 060 1b. 1560lbs 1896 IM 540 lbs 5671 RA NIA 7601b9 748166 880 lbs 1892 lbs 09211 5a51b 1120161 CAPACITY WHICH MAY BE USED TO QUALIFY 8 Anchus•' rMIN O.C-122-5! 700:0-1F .Qy: 1580I' 1584I6s 1300 lb. 3120165 3792 ib1 1080165 112016, NIA 1520 lbs 1496 bs i7608n 3T84lb. 1363 IN 1774161 2240165 ADDITIONAL ANCHOR OPTIONS FROM THE 12AM Ott if Min O.C.IL21TiRAnt;a.. 100.71: 1664165 210011 110765 3780 lbs WA WA 532016, WA 1500160 WA WA WA 2045 IN 2654 NO 3380lbs ANCHOR CAPACITY TABLE. PRO[)UCT1113VISED 4 Anchaa.1.1. MP..O.C.t!:0'F,1870,1-0, .Ffq.63. WA WA WA WA WA WA NtA WA WA WA WA WA WA NtA 1430 ibs atc-ptyin8 with 0lo 5164141 8Amtwm 11.8$Mt..O.C,10 Clio,Wo.125"Alum.IF .91: NTA WA WA WA WA WA WA WA WA WA WA WA WA NTA 2061 Ibs 1-2.000--1 Building C0dc 2 An0.hora 4,88•Wm O.C]r`• F .f0' 390165 3901bs 450 em SW Ib. IS76166 270145 280160 Y54 Ws 740164 3741!5 639fes 940165 341 ib, 442I 560Ibs - AcccM.-110 4An lwre i.it,�In.O.CJ FOi IF .51: SAtba 700 foa 505106 120816. WA WA 470165 N!A 53310.q WA NIA WA 602 In 605 lbs 1120166 250• R 1raf1 Dale NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES: By rodu FIGURE I: - :FIGURE 2t FIGURE3r FIGURE 4: FIGURE 8: FIGURE 9:FIGURE IS: FIGURE II: A4iam ot%111 m ♦ ,�• ♦ r a Q • ♦ ♦ ♦ f)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON �,1\i!i t Y 7 t t ro LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. ,�� ,,�; 1. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS 8110700.OPENING WIDTHS IS ALLOWABLE. ( • • 8.000' � ,{:: • •{ �• ♦ • e • •a • ♦ 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS l4U,51570`1 a 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. 3 O[,a•��• fj i7- ANGLE e • o s o • • CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED •"`S-' ;�1Ap�OF :�;'7= ., •1 (FIGURES CONCRETE BLOCK UNIT CMU SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED (� ` • ♦ •.. e. ,. .• (CMU) 'C t. .-/•7.CLF.\Li•.': {.l.';. l _ { o • • • MUSTBE YELLOW SOUTHERN PINE WITH AN SG OF 0,55.ALUMINUM SHALL BE 8083-T5 AND BE A MINIMUM OF.125" r-n ••• �� e THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TOr,.\ -•�' o • e ♦ • • • USED IN ,LYN t\\6 PAIRS BEAT LEAST.125"THICK AND 838.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW 2'X 6"X.25' A,LYNtJ•MI LL�R,P.E. THREADS BEYOND THE MATERIAL.#10 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. MULLION FL P.E.#58705 TABLE 14A � Mullion Capacity Table IbalA 14 Opening Width(for+.onicaly-6panrtngmAlons)or Opening Helght(forhod ntP*spsrr1ngmLVon9). SG 1n 6D In 701n 80 to 9014 40014 1201n 140h 160lat p Redlaliy lar TrBpTdarg, Ra:lane�lar Trap7Tnarg. Reclerguiar. Trepndeig. RaclaigNar TtapRdefg, Reclengulm tteplTdang. Recten9utar Trap7f0arg. Raclengual ttap/Tdarg. ReclarpUlar TrepTrlanp. Reclergular Trap�Ttlen9do 1S8"k2-1 t'! Lo'llrg Loalug 'LWdlog Loading Loading loading Loading Loading Load4y Loading Loading Loadkg Loading L-am Loadkv Loadltg toad4q Loadlrp oY0. U x.126"Aiden p• va _ _ _ xY¢ _ 7g: L tt_ iL9�_ t9z iky� _ Tube Muli ..� g g B g. 8, is ifs � o N E Y $ 8 d� 'x dp� Y € aF s� d`d gar paw dFg dpz a� Bd i a O 42 in 144.2 526 167.0 428 '120.2 526 148.E 419 103.0 526 138.9 414 90.1 526 134,8 411 80.1 526 134.1 411 721 526 i34A 411 fiol 526 1341 411 51.5 526 134.1 411 45.1 526 134.1 dot 73 BJ 4314 96.2 403 1080 333 80.5 4W 94.7 325 69.0 403 1 86.4 320 60.4 403 81.4 3t7 507 403 79.1" 315' 45.3 403 78.6 314 49.3 403 78.8 31# 34,6 403 T88 3t4 30.2 403 78.8 314 0 60,82514 823 362 91.0 '301 See382 79.3 294 We 362 1 71.9 1 289 51.5 1 392 67,2 286 45,7 361 04.6 284 1 41.2 1 361 63.6 283 34.3 362 53.5 283 29.4 362 83.5 283 257 382 63.5 28J Of m 64 In 67.0 316 74,1 267 596 318 042 287 48.8 318. 57.7 258 42.4 318 53,5 283 37.7 318 66.8 250 339 318 dH.S 249 28.3 3ie 49.1 ?48 24.2 310 49.1 2d8 21.2 3ie 49,1 248 � M o Q BO In 49.5 .268, 63,1 210 41.2 25a 45.7 214 35.3 258 40.7 210 30.9 256 37.2 207 27.5 258 34.9 ?04 24.7 26B 33.4 203 20.8 258 32.2 201 47.7 256 32.2 201 15.5 256 322 201 F=- 40 R 63 in 42.7 234 45.0 200 35,6 2;14 39.1 195 30.5 234 34.7 192 26.7 234 31.9 189 23,7 234 29.4 186 21.4 234 28.0 184 17.0 234 28.8 163 1$.3 234 26 5 183 13.4 234 26.5 183 W 6B 4i. 37.2 213 38.4 783 3t.0 213 33.7 179 '5 213 28.8 178 23.2 213 27.0 173 20.8 213 2S.i 170 188 213 237 109 15.8 213 222 187 73.3 213 220 1� 11.6 213 72.0 166 Z 7214 26.0 179 30.1 155 23.9 179 2S6 152 204 17B 22;5 149 17.9 17H 28.3 147 15.9 179 18.7 145 e> ^ I6 in 2{,3 tci 26.4 td0 24.3 181, 21.5 137 17.d 161 19A 135 45,2 S6t 17.0 t3J J G zZ 78In225 152 23.5 133 We 152 1@.9 137 16.1 152 17.5 128 ¢ Z TABLE148 ANCHOR CAPACITY ADJUSTMENT FORMULA: Q Z Anchor Ca aeHy Tabtp ptra) F-- " OP,„ ANCHOR OAP.,t„M, X.. m 0% SUslrata 2.7a Cmtmle 3.9c Ca+O. Hollow CMU FIB4d CMU PT WOW LIeIA ( )X� )=ANCHQR CAP.K, MULLION CAP.,.,,,„,,, o" hrctmr Typo: 3't6'Ekot9lrsOn 17a•EI[o Utlraem 5r16^Eko 3n6'EkoUOracOn tl4"Ek0UI9acm itd'SS Ekb 5716'EkO 114•SSEko pW Steet p12 Stell 112 Sio41 Lu N _ AnehorCllp Pettema uem:m nggecakr wracm ntasacxor Screw )S4ra1(G5) screw(o5) U5E THIS FORMULA TO OBTAIN THE'ANCHOROf x ENe Otsiance n r ztrr r z-1rz stns^ r Zan 1' I 2-Ur 1 2• 1 3.116• 1 r od6 o6a' 0.324• CAPACITY REQUIRED^CORRESPONDING TO AN ct) cn Embedittmi m tato- Lata• 1ar4• ta7r 2^ t•v4' 1-vd• 1-17q• 1-w• 1-vc 1-v4• Y 1.&s' I Ia'6 rales== ACTUAL PRESSURE REQUIREMENT FOR THE C) N 4Ax1nn 3.7an.O.c.7 2z5n rn 2 1 MRS I 78DIDs I SWIts I 1560k5 I 1%61b4 I Wts I M019s I WA I Mint 1 MRS 1 W01ta I 18611ts 1 wlbs 1 05 Its J430 Ilan OPENING,WHEN IT IS LOWER THAN THE MULLION Q„� O O - CAPACITY(FROM THE TABLE)OF THE SELECTED Z m - MULLION.IT WILL YIELD A MINIMUM ANCHOR - It m� CAPACITY WHICH MAY BE USED TO QUALIFY F m re•-2�� - ADDITIONAL ANCHOR OPTIONS FROM THE +•, ANCHOR CAPACITY TABLE. TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. 1,266-1 ' SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS., 1'RC�.7UCi RBVISBD M complyin8 with the Clotida 2 LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. .. Build'ur9 L•odo t�,QZIg.e2 FIGURE I: ) Accepl No 3 L'xpimiionon 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2,116• BY FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. Mill"Ckde Product' epo .125• 1 11111 r ANG:.E C_.,MJST 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 YELLOW SOUTHERN PINE WITH AN SG OF 0,55.ALUMINUM SHALL BE 6063-T5 AND BEAMINIMUM 0025' 1 ` �.`:••'��`•E)h�t. ' R THICK.STEEL STUDS TO BEA MiNIMUM GRADE 33 AND.045•THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 1,26"X 2.11'X.125'MULLION Q' LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MULLION) - hlu.")8705 THE MATERIAL.#10 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. ="3`''• s��'+tical _J- A.rIYt NrMiLL�R,P.E. ., FL P.E.#58705 TABLE 15A a � Mullion Capacity T•hlo(Ibefit") n F r1 Opening>Ndth(for wtUwly-sparringmullions)orOponingHaight(fortnriznNetty-sparrirgmldliolts) 50In 601n 70In BOIn BO In foo In 1201n i40GO In d Ratengular TrepTAanO• ReelenpJer Rap'Tdu1p. Reclanpular 7iep7Aenp. Reclen9Jer TrepRAen9- Rectenpdar Trep7Tdenp. ReclenpJer Tmp7TAenB. Reclenp:Aer 7repTlenp• Recler:pldar 11epRAenp. Recleng:ler TrapriAenp. C DEG.AL Loa&+p Loearg Lmdn9 Loean9 loediq Loedn9 Lmaa9 Lman9 Loedln9 l.oadnp Lmang Loadino Le. U.d g Lmdnp Lmdnp Idean9 Inaanp r ,. .F BAYMULL u� � m� og E 8 E �8 8 B 4aE d 8 45 4� U c5 u" 436 5 �$ � E .& B �- m �s § a. p 14a � 136 fits s e � r$ 6 s s� s 1I¢ ` y�E 17.0 In P s F- ZE5` 'R `e3 421, 1170.01 620 170.0 435 170.01 744 1 170.0 470 170.01 080 1 170.0 506 170.01 992 1 170.0 510 170.0 1118 170.0 521 170.01 1240 1 i7o.01 521 170.0 1 7460 170.0 521 170.0 1776 770.0 621 149.1 7710 170.0 521 ,_I W J W 8 n 170.0 708 170.0 624 170.0 650 170,0 504 170.0 962 110.0 B7D 170.0 11]7 170.0 681 170.0 1275 170.0 677 170,0 1417 170.0 680 152.2 1522 170.0 680 130.5 1522 170.0 680 114.2 1522 110.0 680 _ 50.626 In 170.0 747 170.0 583 170.0 890 170.0 031 170.0 1018 170.0 654 170.0 1195 170.0 723 170.0 1315 170.0 747 164.2 1443 170.0 756 136.9 1447 170.0 765 117.3 1443 170.0 768 102.6 1443 170.0 766 W O O 64 In 170.0 797 170.0 012 170.0 658 170.0 591 170.0 1116 170.0 764 170.0 1275 170.0 803 160.4 1353 170.0 837 144.7 1751 170,0 058 120.3 1357 170.0 061 fOJ,1 1357 170.0 861 90.2 1757 170.0 861 m O ~ (') 601n 170.0 585 170.0 701 1'10.0 1063 170.0 797 187.0 1218 170.0 078 148.1 1218 170.0 944 129.9 1218 15(1.0 978 118.9 1218 152.1 824 B7A 1215 146.1 917 83.6 1210 146.1 BIJ 73.1 1218 146,1 813 I- � O J U J BJ n 170.0 670 170.0 715 170.0 1115 170.0 650 150.2 1150 168.8 673 171.4 1150 161.0 614 116,8 1160 141.8 896 103.1 1160 134.2 BBS 67.6 1150 126.7 671 75.1 1160 120.2 S7o 65.7 1160 126.2 670 W D m 68 In 170.0 87{ 170.0 786 152.4 10{5 165.0 681 170,8 1010 146.5 584 1i.J 1048 qJ.t 650 101.G 10/6 t2JA 679 61.4 1010 110.8 630 76.2 1046 INA 821 BSA 1048 108.2 BIB 57.1 1048 108.2 818 Z (n� $ c721, i{0.8 680 147.9 781 717.4 650 128.0 74e 100.8 580 110.6 714 88,0 880 100.0 722 78.2 880 92.0 712 70,4 860 88.2 70.1 58.7 600 78,2 693 50.3 660 76.6 680 44.0 Boo 76.4 889 j z 76 In 178.7 760 125.1 690 89.8 790 108.4 876 fl5.5 790 B7,J W1 7/.B 790 67.9 652 66.5 7911 TBA 813 59.8 700 71.7 635 48.9 790 85.1 821 42.B TBO 82.1 619 37A 760 61.5 617 J Q V 781, 110.8 750 115.5 657 92.7 760 95,1 644' 79.1 760 85.9 672 591 760 77.1 621 61.5 760 70.6 612 55.4 750 65.7 605 48.2 760 59.4 594 39.6 750 66.2 588 34,6 750 65.5 588 H Q Q o zz 90 In 72.1 587 71A 300 60.1 .563 02.8 491 51.5 563 GA 453 45.1 553 48.9 475 40.1 5&1 44.{ 485 38,1 561 40.9 462 30.0 663 36.2 452 25.6 563 33.7 445 225 503 31.8 442 ¢ m Z N Bg In 69.4 195 81.1 447 49.5 195 51.5 475 {2A 495 44.0 427 77,7 495 78.9 121 37.0 4113 76.7 413 29.7 493 372 409 24A 465 29.1 400 21.2 495 25,6 394 IB.e 193 25.0 790 I- W a .6 n0 W o' n 41. 391 42.6 353 34.0 391 35.9 148 29.8 361 31.1 312 2B.f 391 27.8 377 27.2 791 24.0 113 20.9 791 22.5 728 17.4 JB1 10.7 721 14.8 791 17.8 3f5 1111, J8.4 370 39.2 335 32.0 370 J3A 330 27.5 770 258 325 24.0 370 25.7 320 21.4 370 22.5 316 19.2 370 20.8 312 10.0 370 18.1 705 D' W Y oY 12D In 30,4 317 30,9 209 25.3 717 28.0 Z& 21.7 317 22.5 250 18.0 717 IB.B 278 Ifi.B 317 17.9 277 Q O Q O O I/l H 17.6 220 17.8 207 O_e z 0 T BLE 158 9'O s0 �- Anchor Ca NCHOR CAPACITY ADJUSTMENT FORMULA: Ity Table F S lyma Bnb4lr.ta: 2.7k C-ot, 3.5k Cane. Heim CMU ANCHOR CAP.,,,,,,,, Filed CMU pr woos Me1o1 (DF;,,)X }=ANCHOR CAP.,,. Anther Type: 7116'Elco Ulnecon 1/4'Eko Ueracm 5119•Ek, y16•Eka UlUecon I//'Elco Ullrecm 1/4•SS Elco 5118'Elco 114'SS Elco 910 steer q12 Stee[ 012 Slea MULLION QAP.,.,•,,,,, Anchor Cllp Petteme Nlrecon A99reGelor U61acon A99reGaltr screw(GS)Screw(G5) Screw(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR Edea IX.lance(fry r 2-trz• �1�314 7-ve• t• 2•tn• r z-tn• 2• sue" 2• 0.48• 0.B4• F3 CAPACITY REQUIRED'CORRESPONDING TO AN EmbMma71(Ini 1-7/4' 1-3/4' 7 1-714• 1.1/4• 1-1//• 1-114• tAW 1-Iq' Y I-we, 1-718• wAe4 ACTUAL PRESSURE REQUIREMENT FOR THE 2 Amhm 5•Mr.O.C./(2)n5 Arpk Cfpe/(FIB.1T 390 lbs 7B0IOs 17(101tu 278155 . 280169 351164 7401ht 374165 72016e B461b. 341 ro. 442tb. 5e0ros OPENING,WHENIT IS LOWERTHAN THE MULLION 4 ArcMre @ 35'Min.O.C./t•2)245 An01e Clip.I(FI0.2} 760 ros 7B011u 2525 @4 54015e 580165 Wq 1120164 748Ibs 680169 1662164 682 Ib. 8Bs 14c 1120!ba CAPACITY(FROM THE TABLE)OF THE SELECTED tnz.n•hiR o.C.r z 2c5 k c6 1 F .3T 1120164 neo los x254 ros wa eao lM WA to391te N/A 13201. WA 1022 ros 1327 w. 1460 ros MULLION.IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE FIGURE 1: ANCHOR CAPACITY TABLE. fR('.Al1CT REVISL•D TABLE NOTES: complying with pm Flofld9 Millding Cod. Acceptance No 16-021$•03 • ° 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. kplm1:011 Rafe r�21 SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. - rl Y 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. Mien Dedc product FIGURE 2: _ ,4•,,!III 1 1j 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. .125' •�,\l•��C(IY PIiJ/.i/7���� • e 1 • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 30* FIGURES `.�';.-'��;.ti!•!:;r '-•,n FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.250• FIGURE 3: - CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED . • s • o YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE 6063-TS AND BEA MINIMUM OF.125" THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULLION f•':')� I'A;[fol: / • • THE MATERIAL.q10&7112 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 B.S. � %•��,'•. 7;1 �.•' �•, .C.RlO[.• �f�.. ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. A.LY NIJ MIL'LEtR.P.E. FL P.E.q 58705 B v �� Mullion Capacity Table Ib97R2 Rp x Opening Width(forvarticalyspamit>amtilions)orOpentngHeight(f01tnwi2nntaitp•sparrlrgnmAlons) gc� S< 501n eo in 701n 00 in 90 In 1001n 1201n HOIn 1801n0 Rectano ter Tr4prtdwq. Rnamn9dv Trepaeg- Rectenp4ar Trapr7derq, Reclanom Trapirdeng. Feetengda Trep/Tdeng. Reclengdar RapRtlerp. RectBn9uter 7t9pTdarlg, Rectengdnr TrapTden9. Reciengutar Trepffdang. a* i[ 3.26"46 Laed Loadng Londnn Lowing LoadkV Lending Lowing Loading Uo dnq Leadmu Lmdrp Loadng Loading Loadng Loadng Loa09 Lowing Loadng Si Y U DEB.ALtJ 13AYMULL a ¢ be be $ F $ t@ b. a s a g s '� ' d"a s'. a ' s3 �" &a s� � rc 0O 421n 170.0 820 5740 435 170.0 744, 174.0 478 17Q.0 886 170.0 504 170.0 902 170.0 SiB 17QA 1518 170.0 521 170.0 1240 174.0 527 170.4 1488 170.0 521 170.0 1735 170.0 521 180.3 1871 1740 521 J U1 451n 170.0 708 170,0 624 170.0 850 170.0 564 170.D B02 1740 830 1740 1133 1740 041 170.0 1275 170.0 677 170.0 1417 170.0 680 163,7 1637 174.0 080 110.3 1837 1740 800 122.8 1637 170.8 690 50.8251n VGA 747 170,0 503. 170.0 Bea 170,0 031 170.0 1046 170,0 e64 170,0 1195 170,0 723 170.0 1345 170.0 747 170.0 1484 170.0 758 147.1 1552 170.0 158 126.1 1552 170.0 756 1544 1652 170.0 750 W 6 o O 54 to 170.0 797 170.4 612 170.0 458 170,0 69t 174.8 H16 170.9 754 170.0 1275 170.0 003 1744 1434 170.0 637 155.2 1456 170,0 650 129,3 1455 '110A 861 110-0 1455 170.0 861 87.0 1455 U0.0 881 m OOin 1740 085 170.0 701 170.0 1403 170.0 797 170.0 1240 170.0 878 157.1 13H Woo 944 139.7 1309 170.0 098 125.7 13Dg 163.6 894 104.0 1309 157.1 942 09,6 1309 157.1 get 70.0 1308 157.1 482 ~ L) � 3 OS In 170,0 93D i70A 145 170.0 1116 110.0 050 182,9 1247 170,0 944 142,0 1247 164.6 953 1243 1247 152.0 985 114,0 1247 144.3 952 05.0 1247 136.2 906 61,4 1247 135.7 935 71.3 1247 135.7 935 � d n 681n 170.0 974 170.0 799 170.0 1169 170.0 903 H6-4 H90 103.7 905 129.9 1180 147.9 945 116,4 1190 136.5 020 103.9 H90 120.4 814 88.8 1190 119.5 096 74.2 1190 116.1 $93 84.9 1194 118.1 A93 Z -j 2 T21n 101.0 101tl tse.e'en 134.7 1010 144.0 659 115.4 1010 127.2 642 101,0 1010 114.7 925 68,0 1010 105.8 017 00.8 1010 90.9 WT 67,3 1010 80.8 786 57.7 1010 07.0 780 50.5 1010 07.7 700 j = Z I 761n 137.4 906 143.6 792 114.5 906 122.0 775 98.1 000 107.1 701 85.8 goo 98,2 749 T43 906 88.2 730 6A.7 906 82.3 728 57.3 909 74.7 718 49,1 900 71.2 714 42.9 900 70.6 708 Q 2 7881 127.1 681, 132,5 764 105.9. 861 112.5 736 90.0 481 98,8 725 7g.4 881 884 713 70.8 801 61.0 703 63.6 Wt 75.4 894 53.4 881 88.1 601 45A 801 84.5 675 30.7 881 83,7 072 Z 901n 52.7 646' 05,4 574 65,8 046 72.1 004 59,1 INS 62.9 554 '51.7 64a 50,1 545 46.0 840 50.9 $37 41.4 640 47.0 $30 34.5 840 41.5 $19 29.6 048 ae.x 511 25.8 646 36.5 507 Q m Z F W" 4p 0 96tn 86.2 688 M23316.5 Sea 59.1 499 48.7 55e 51.4 491 42.0 668 45,8 487 37.9 566 41.4 478 34.1 566 38,1 470 28.4 586 33,4 450 24.3 588 34.5 452 21.3 508 29.7 447 rn W, 3 S 1081n 47.9 449 Mg N.2 309 #ii 36.7 393 29.9 449 31.7 38T 20.0 449 28.8 362 23.9 449 26.1 377 20.0 440 227 385 t7.! 449 20.4 384 15.0 449 18.9 356F15 - 111 N 44.1 425 6 425 37.8 374 728 373 27.8 425 20.1 307 24.5 425 26.2 382 221 125 21.0 358 18.4 425 20.7 350 15.8 425 14,8 343 QI-1291n 34.9 304' 1 364 29.6 320 25.8 321 21.6 3044 228 317 19.J 3Bi 20.5 313 17.5 381 16.7 308 U aa Q Q 144 In 20.2 253, 0 253 17-1 230 n-9 Z TABLE 16B ANCHOR CAPACITY ADJUSTMENT FORMULA: @ate Anchor Cavac1tv Table fibs ANCHOR CAP.,,,,,, � subslrele: 27k Concrete 3.Sk C4nc. Ho4ow CMU F led CMUj6.821b.. Wood Metal (DP"„)X( ,=ANCHOR CAP,,,, 5118•Ek0 tta^ss Eko SS Eke t2 steel #12sled MULLION CAP.,,,.,AnchaTCllpPattems AnchorTypo: 3118'Ekoilltmcon 114'EkoUNecm316Ecotrecon114"EkoUecmU6,1 A99r'eGaW reGaIN BarewIGS} screw(G5) USE THIS FORMULA TO 087.044 THE'ANCHOREdge OKwnceOn): 1" 2-1n' P '2-tn" 3416• 1. 2-irr v 2-in- 2• 2• 4.54• 4.324" CAPACITY REQUIRED'CORRESPONDING TO AN EMbedmeol 0n): 1-314• i4fC 4314• 1.314• 7 1-114' 1.11' 1-114' t-114' 1-V4• z• t i/9• lades ACTUAL PRESSURE REQUIREMENT FOR THE Anenaa 5'Mh0.c.7 295 le 1 -t 3800n 394156 454 ros 890 iba 17949, 2r0 ba 28Q/bs 954 tAs 744 ros 374 Ibs 46 bs 4421bs 560156 OPENING,WHEN iT IS LOWER THAN THE MULLION 4 Archota 3. O.a.1(2)2x5 A le Cops I(Fig.2): TOO lbs 760 rox 7805, 18701b6 2525 gas 549 ros 5601be wA 11201bs T481bs BD21bs 8851M 112015s CAPACITY(FROM THE TABLE)OF THE SELECTED 8Ambom 2.71'Min.O-al(2 2x6An C4 r '.3 1120152 1120106 958{W 7249156 2254 bs wa 640152 wA 1059 te0 wA wn 1327 N0 1090 ros MULLION.IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. PRODUCT RFVISI'D FIGURE 1: as complying with Ow Floud/ TABLE NOTES: Building Code AmptanccT4o 16.021$.63 1)SEE SHEET i FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Cx iMim Date �O } SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. By Muni ...duct FIGURE 2: - 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3)MULLION AND MULLION CLiPS SHOWN ARE NOT TO SCALE,FOR EXACT DIMENSIONS,SEE SHEETS 21.23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. .125" s-45'--` FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.250' 41,,7,bfl7Ob FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 490.WOOD SHALL BE PRESSURE-TREATED e YELLOW SOUTHERN PINE WITH AN SG OF 0.55-ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125" THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 451'BAY 'li.' " LEAST.125•THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULLION 'T5 :"Tp1h.di . • THE MATERIAL.#10 d#12 ANCHORS INTO WOOD MAYBE STEEL.18.8 S,S.OR 410 S.S. ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. ,,1I O(`.1/`��•��2� A.LYN,iyIUER' FL P.E.#58705 740" a � .063" ,365" .062`.125" --•I I-125" ce .062` 111 D .438" I ° 4.000' .125' n STANDARD CLIP 4,000' 4.000` of 2.625' 2.000" 8063-TB ALUM. 2,125" 2.000' 2XS ANGLE CLIP U-CLIP u. -125` X-SECTION 6083-T6 ALUM. 6063.76 ALUM. N I I i X•SEGTION .125" ' .125' X$EGTIDN L .125"- .125' 0 hCN a� w 031'! z N 1 .125"� L w r CENTER OF ANCHOR HOLE MUST LIE WITHIN THE j LU t-•.125' 73 5, .155'-" 375• DASHED BOUNDARY.SEE SHEETS 5-20 FOR THE ANCHOR O.C.DISTANCE.MAXIMUMANCHOR ILLI m o o d HOLE DIAMETER:ANCHOR DIAMETER. i7te". 1'X 4"X.125' 1'X 4"X.375" 1'X 4'X.375' 5.500' co Z 00,1 F- MULLION MULLION 'T'-MULLION CUT HERETO 375" 5.000'- 375, Q (D in 8063.76 ALUM. 6063-T6 ALUM. 6063-T6 ALUM. 3,125' X-SECTION X•SECTION X-SECTION '375" ---'I_CREATE F-CLIP,SEE r rt AdIN. ip Z) MIN, I DETAIL F,SHEET4 z 1.250" I .375' __y____;_-_ Z 2 `i -r--------I r--------r - r-•----- 'I .375' €' CENTER OF 1.250' t25O'- ` i i i I I ANCHOR HOtE j MIN. J a o rcz I I I I MUST LIE WITHIN 1 ! Q 4 t 1 THE DASHED BOUNDARY.SEE j Z U d 61 p 2,975' - _`_.1 _ __ _ SHEETS 5.20 FOR F _S-.---_ ________1 r, Q z, I i I I THE ANCHOR O.C. I F Q- 0 l� - 3.94• 1 i I i I F MAXIMUM I T) z 3.250' 3.25I I I I I ANCHOR HOLE I W 1 t I t t DIAMETER: ! i IM -j ip (J) .500" .100' _ ! t I I ANCHOR I I F- I QIAMETER+1116'. ----________� 2 � ,� O a a gggQ z m U) va .100" 624" 624' �, 2XS ANGLE CLIP 6063 T6 ALUM. g 0 i'Z`sew --t- STANDARD CLIP U•CUP a --{.820"k-- i --i.820" k--- --i,620'(+- CENTER OF ANCHOR HOLE MUST LIE 6�pPV EWM BOTOPV EYVM TOPVIEW -WITHIN THE DASHED BOUNDARY.SEE 1.25"X 3.25•X,100' 1.25'X 3.25"X.624- 1.25'X 3,04"X.624" SHEETS 5-20 FOR THE ANCHOR O.C. TABLE C TABLE C,CONT, MULLION MULLION MULLION DISTANCE.MAXIMUM ANCHOR HOLE olmsnaton Value(in) For Mullion: Dimension Value(III)For Mullion: 6005-TS ALUM. 6005-T5 ALUM. 6005•T5 ALUM. DIAMETER ANCHOR DIAMETER+1116". F 3.687 1 X4'X F 1.9 8 1.25'X3.25' X-SECTION X•SECTION X-SECTION G 1.000 •125' G 0.500 X.624' H 2.680 Aluminum H 1.438 Aluminum 3.4fi9" ( 5.500' 'j ) 3.000 Tube Mullion I 3.250 Tube Mullion 2.661" � 1,877' QM, .375' .375" F 3.787 1'X4'X F 2.625 1.25'X3.94'RAIN• G 0.757 .375• G 1.125 X.62d' V- "4' _ ____ �,_______�_ 2.430 Aluminum H 1,500 Aluminum ^O)UCl'REVISED { 3.000 Tube&'T I 3.250 Tuba Muition zcnmplyi22501.25"X3.25" F 2.813 30'Ba Mull Ituildi„6Code 0.760 Xminu F 2.875 45'Ba Mult eccemli Dat 1�'c1218.03.pimti 1}a1c2Q,2) .126' 2,250" AluminumV-Dode Product tr TABLE D250'A5'BAY i t i t I ` J - POT Part030"BAY MULL6063.76L Mull Dlmenolon6063-TBALUX-SEC --y---l- _ _ sheetp 4 ( } Mullion Std.Clip offsetCIIp UA11p Angle ClipX•SECTION G OFFSET CLIP 1'X4'%.125"(!0) 84364 68815tH 6681522M 6062A5M 865558M ti.:• �• •-•.; .125'- 1 6063•T6 ALUM. TX4"X.375'(11) 66810 W6112M 6661123M 068242M 666519M 228"-j 11,951"-, .226',�-,981"� TOPVIEW V X4"X.375-'r(St) 68653 666112M 6601123M 666242M M519M 4!U-1• NOTES: '740" 1.25'X 3.25"X.100-(13) 20160 6601127M WWI 124M 0662410M 6665115M = ,`:•�- LI•:: 1.25-X3.25'X.624"(14) 20101 6661128M 601125M 66024i7M 6685118M .O'. 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 1 ii 1F .'• 1.25'X3.91-X.624•(15) 20162 6661117M 6661126M 666241H 666557M �• � 2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. 300agnta(19j 88049 WA N1A NIA 6685itOM •�'G�`%•'••F.U..... 45 Dogree(20) 66850 NIA NIA NIA 6665115M /�'+�S<,"j(Nt1y1 �ti��•. 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. A.L/YN, L R,P.E. FL P-E- 58705 TABLE E Mu M.111 DIlon ensPGTPort# 'S".M' ' j Sid.Clip U-Clip Angle Mullion Clip --11—.126" 2'i4'X.25"(16) 86602 7 2 666261M 666271M 66651�12Mciao 6, i3M STANDARD CLIP I U-CLIP X5 ANGLE CLIP '-u 5 3 2-X6"X.25"(17) 666262M 600272M 666'1 F 6063-T6 ALUM. 6063.76 ALUM, 6063-T6 ALUM 2.DCO' X-SECTiON 2.125" X-SECTION 210'L X-SECTION NOTES: 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING r.125. 5.126" 125' ca 1777M z DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. L 9. U) 2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE T 0 1.490 HOLE LOCATIONS. , -j LU 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. U) CUT HERETO S.00D"-- w 0 15ox --, .375" (a 1-- CREATE F-CLIP. MIN. z �-2.000---j .376' SEE DETAIL F, .375. 376' r 2 tMO !3 MIN. SHEET 4 MIN. I to -j z --------- ------ ---------——T 1--------------------- ul I :R.1 a. 1z 4.000' ---1- 3.438' 3.43W Z C) ds 250-- 2'X4'X.26" 143T < Z Z zo, MULLION t-- < 6063-T6 ALUM, S2 X-SECTION 375" EO z MIN. w0 C) STANDAROCLIP 2X5 ANGLE CLIP 0 U�CLIP,60D3-T6 ALUM. < z U) 0 CENYER OF OR HOLE MUST LIE 6063-T6 ALUM. /GENTER OF ANCHOR HOLE MUST LIE 6063-TS ALUM. SED FOR 2*X 4*MULLION.SHEET 16 —WITHIN THE DASHED BOUNDARY,SEE TOPVIEW TOPVIEW WITHIN THE DASHED BOUNDARY.SEE TOPVIEW SHEETS 5.20 FOR THE ANCHOR O.C. SHEETS 5�20 FOR THE ANCHOR D.C. g0 mtL' DISTANCE.MAXIMUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST LIE DISTANCE.MAXIMUM ANCHOR HOLE 0 18 DIAMETER:ANCHOR DIAMETER 1110'• WITHIN THE DASHED BOUNDARY.SEE DIAMETER:ANCHOR AM R SHEETS 5.20 FOR THE ANCHOR O.C- -5.5DO" DISTANCE.MAXIMUM ANCHOR HOLE CUT HERETO DIAMETER:ANCHOR DIAMETER a U16% 3.500' CREATE F-CLIP. .376' S .375' .375" MIN. FE DETAIL F, MIN. MIK SHEET 4 376" —T tl.ildiog F piwim.Date By 6.000* 4.66 -1-- MIN D.&I'mduct ,250* f-- r t 5.438" i tltltlll ll 6.438' SED CENTER.1 WITHIN T. 77 T x a,X.251 'MULLION 6083-T6 ALUM. I N.,58705 X-SECTION I I I I 375 L MIN. S1 v or op ' STANDARD CLIP U-CLIP ZX5 ANGLE CLIP &.. R ......... 8063.76 ALUM. 6063-TS ALUM. 6063-T6 ALUM. TOP VIEW USED FOR 2"&6'MULLION.SHEET IZ TOPVIEW R. MILLER,P-E. TOPVIEW FL P.E.#58705 'EXAMPLE I."SINGLE VERTICAL MULLiriN THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES.THE WINDOW FRAME DEPTH IS 2-114'.THE OPENING REQUIRES A DESIGN PRESSURE OF+60.01-60.0 PSF. NO ANCHORS IN HEAD 1)INITIALLY ASSUMING THAT A I-WIDE MULLION IS SUIIABLETHE MULLION LENGTH IS 72- AND THE OPENING WIDTH IS 32+32+1'=W,REFERENCING SHEET 25,THE COLUMN USING RECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TABLES FOR A MULLION.IHAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-114"AND WILL MEET OR EXCEED THE REQUIRED _s__ DESIGN PRESSURE OF PSF,IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE, x IZ < SEE FROM TABLE 3N SHEET 7,THE V X 2.75"X.375'MULLION(LENGTH=72-,OP ENING WIDTH=70-)MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS 1.58.3 PSF AND WOULD FENESTRATION DETAILS, NOT BE SUITABLE FOR THIS APPLICATION. PRODUCTS SHEETS APPROVAL 23FROM TABLE 4k SHEET 8,THE I-X 2.75'X.650-MULLION(LENGTH=72',OPENING WIDTH=70-)HAS A DESIGN PRESSURE OF 41-72,7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE 72 OPENING AND MAY BE USED IN THIS APPLICATION,NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. 04 MULLION LENGTH THE STANDARD CLIP WITH(4)#12 ANCHORS AND THE 2X5 I_u 2)USE TABLE 48 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE,BOTH L ANGLE CLIPS WITH(4)#12 ANCHORS HAVE A CAPACITY OF 885 LSS.THOUGH EITHER ONE COULD BE USED.THE STANDARD CLIP IS EASIER TO INSTALL. C,4 00 Z SEE DETAILS, 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL THE _.j LU SHEETS APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH E :c t INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATESAND FENESTRATION PRODUCTSTO MULLION, U) c "THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS.1-60.0 PSF.THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS.ALTERNATIVELY, w 0 NO ANCHORS WINDOW SILL THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: ED c To t:ML ILL WIDTH (60 PSF)X 636 LBS =524.9LBS (MAYBE USED TO QUALIFY#10 STEEL SCREWS FROM TABLE 48) �=77PENINGWID' (il-1113_lpll THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL.THE WINDOW FRAME DEPTH IS 2-3/8%THE OPENING REQUIRES A DESIGN PRESSURE OF+50.01-55.0 PSF. 11 1 < r et FOR THE VERTICAL MULLION: Z zz 1)INITIALLY ASSUMING THAT A I*WIDE MULLION IS SUITABLE,THE MULLION LENGTH is 32"+72*+I'=105"AND THE OPENING WIDTH IS 36"+36`+1"=T3'.REFERENCING SHEET 25, U)Nz No w THE COLUMN USING RECTANGULAR LOADING SHALL BE USED,SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2.318"AND WILL to - WET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.01-55.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT S17 G,USE THE NEXT LARGER SIZE AVAILABLE. EXAMPLE 2:MULTIPLE MULLIONS LU IL SO-)MEETS THE DEPTH REQUIRED.HOWEVER THE DESIGN PRESSURE IS+1-15.1 PSF D� 2 MULL WIDTH-- FROM'TABLE 3A,SHEET 7,THE I X 2.75-X.375-MULLION(LENGTH Joe-,OPENING WIDTHU`) (j) �7 AND WOULD NOT BE SUITABLE FOR THIS APPLICATION, 0 0 'X4 MULLION(LENGTH OPENING WIDTH 80')HAS A DESIGN PRESSURE OF�1�64.7 PSF WHICH EXCEEDS THE REQUIREMENTS < Lu FROM TABLE 12A,SHEET 16,THE 2 -X.250 0- 0 SEE 'o U` FOR THE OPENING AND MAY USED IN THIS APPLICATION,NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS, DETAILS, u $66 SHEETS Jrz 10 mA 32 FENESTRATION BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2"TO THE WIDTH OF THE MULLED UNIT,THE ADJUSTED OPENING WIDTH IS 36"+36"+2"-74',NOT 73"AS PREVIOUSLY PRODUCTASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING,ALTERNATIVELY,THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN APPRovaL THE 73'DIMENSION(36-112I+35-112"+2"=73'). THIS EXAMPLE,ASSUME THE POURED 2)USE TABLE 128 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE.IN I D VCR ICAL I" CONCRETE HEADER AND SILL ARE 8'WIDE.IF THE MULLION CLIP WERE 70 BE CENTERED"THIN THE 8%CARE MUST BETAKEN TO MAINTAIN'THE FASTENERS EDGE DISTANCE. MULLION USING THE STANDARD CUP WITH(6)3116-ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-112'GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER,AND LENGTH SEE THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. & DETAILS. DETAIL E, OPENING SHEETS 23 SHEET FOR THE HORIZONTAL MULLIONS: HEIGHT FOR BECAUSE THE VERTICAL MULL WILL BEA r X 4*X.250*MULLION,IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS,ALTERNATIVELY,ANOTHER H MULLION TYPE COULD BE CHOSEN. 11110OUCTRI3VISCID MUL NG MAYBE ,s m,,pIyIjij,,Rh Ow FlorOm 1)THE MULLION LENGTH IS 36"AND THE OPENING HEIGHT IS 32'+72"+2"=106 REFERENCING SHEET 25,THE COLUMN USING TRAPEZOIDAUTRIANGULAR LOAD] lWildin&Cdo USED.FROM TABLE 12A,SHEET 16,THE 2"X 4'X.250-MULLION(@ LENGTH=42,OPENING HEIGHT=120')HAS A DESIGN PRESSURE OF-1-170.0 PSF WHICH EXCEEDS THE A—fAm—.1.Ifo'021$.03 REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION,NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. Ii pi.11m wic t2ozi D' SEE _ TAILS, 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE.IN THIS EXAMPLE,ASSUME THE CMU JAMBS ARE 8" By SHEETS WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8',CARE MUST BETAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE.USING THE 2X5 ANGLE CLIPS WITH Mim,Ds&Product j 23 (4)3(i6"ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1*GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 521 LBS. '/1'e c- ILI OR' THE HORIZONTAL MULLION N TO VERTICAL MULLION,USE THE SAME ANCHOR CAPACITY 0 F 521 LBS.TABLE 12B FOR THE U-CLIP SHOWS THE ANCHOR OR'Zi. MULL GiH-j 4)FOR THE U-CLIP IN S.THE V, MULL CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS,WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENTOF621LB L-MOPENING WIDTH FORVERTICALMULL ANCHOR TYPE IS A#12 STEEL SCREW. FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS: 11-64.1 PSF FROM THE VERTICAL MULLION; fo *1-170.0 PSF FROM THE 36'HORIZONTAL MULLION ATTACHING TO CMU; +1-170.0 PSF FROM THE 36"HORIZONTAL MULLION ATTACHING 70 THE VERTICAL MULLION(INTERSECTION). THE LOWEST DESIGN PRESSURE IS.1-64.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. AN VERIFY THE DESIGN PRESSURE Of THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION )'I PRODUCTS,WILL APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN A.I_Yh/014A�,4 MILLER.P.E. ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. FL P,E,#58705 EXAMPLES OF RECTANGULAR LOADING: - EXAMPLES OF TRAPEZOIDALtrR1ANGULAR LOADING: yzK� r ®'�NNry h 717 I PW PW �ko 0 PW coo w ca -SH-(DH SHIDH'PA - ''SHIDH SHIDH PW PW tp m W N4 `L 6 LI / _ _ o w c / / / 0 0 1j j UJ o O LOADING OF VERTICAL MULLION V LOADING OF VERTICAL MULLION 1 / j / / m M F- ILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS I / / / / tQ J I [� G'} .)) HINGED _ J � G,4 DOOR � m n _ I LOADING OF VERTICAL MULLION wz Y J, PW LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION Q U p.f r PW / _ I Z Q N 4 .. _ .. I ¢ Z -.. - 1 PWPW M11D L ?i0 mQ I � ZQSHIDHUo-- ¢ 0.Rz:LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLIONSILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLIONPW PW -�/ HR I LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION P HINGED I NOTES: ^3tCd]UC'f RBVISGD DOOR PW PW ; .tv cnmplyiug1vith LLu:FWtMa _ ( 1)DRAWINGS ARE Building Code - - - RE RESENTATIONS OF TYPICAL A—rm.—N. p3 j PW CONFIGURATIONS. E<inti Omo 2p2� PW -- - CONFIGURATIONS NOT SHOWN SHOWNU / O MAYBE EXTRAPOLATED FROM Mimi IYa c product i/ r�/ r�/ THOSE . c, 2)IF THE LOADING TYPE CANNOT J1�1; PW BE DETERMINED,USE :R<< ,•rhl.SR•'• 'i' RECTANGULAR LOADING, v'- - y _ PW PW I f 3)SEE PRODUCTS'APPROVAL FOR No.5570", / ACTUAL ANCHOR LOCATIONS. ,• .;�•- i.OADiNG OF VERTICAL MULLION LOADING OF VERTICAL MULLION 1 (�` /j/ //q; 1 I)' PANEL OF HINGED COOT IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS "-I % ^'t} '•✓` N �D: tti:- SGD ~����) `G 1I:OF LOADING OF VERTICAL LOADING OF HORIZONTAL A.LYNN jIL4@Ri MULLION MULLION FL P•E,#58705 '400 li, No Rome�k� Y`e�6 �ate° i 9����'{ � ' S �3 4 :.a ._..��x.�.'�. ..... '.. .�.....�..... :.�.-,,,gym.... SCIS Home { Log In User Registration F Hot Topics ? Submit Surcharge Stats&Facts ; Publications i FBC Staff SCIS Site Map j Links ! Search Or Product Approval tt_ `''II1SER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail sz FL# FL>251 8 Application Type Code Version 14 Application Status pproved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Td.ustries Address/Phone/Email 1echnology Drive North Venice,FL 34275 (941)486-0100 Ext 22318 druark@pgtindustries.com Authorized Signature Jens Rosowski jrosowski@pgtindustries.com Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941) 486-0100 Ext 21140 jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory tiding Exterior Door Rss`emblie Compliance Method Certification Mark or Listing Certification Agency Miami-Dade BCCO-CER Validated By Miami-Dade BCCO-VAL Referenced Standard and Year(of Standard) Standard Year TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 08/17/2016 Date Validated 08/26/2016 Date Pending FBC Approval Date Approved 08/30/2016 Summary of Products FL# Model, Number or Name Description 251.1 SGD-670 (Non-Impact) Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL251 R28 C CAC 16-0629.03.1)df Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/07/2020 Design Pressure: N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL251 R28 II 16-0629.03.pdf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details, and anchor type, size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.2 SGD-670HP(Non-Impact) Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL251 R28 C CAC 16-0629.04.1)df Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 03/24/2020 Design Pressure: N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance FL251 R28 II 16-0629.04.pdf (NOA)for product performance information, anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.3 SGD-680 (Non-Impact) Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL251 R28 C CAC 16-0629.05.1)df Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 03/18/2019 Design Pressure: N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance FL251 R28 II 16-0629.05.pdf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.4 SGD-770 (Large Missile Impact) WinGuard Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL251 R28 C CAC 16-0629.06.1)df Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/17/2020 Design Pressure: N/A Installation Instructions Other:Please see.Mi ami-Dade'County Notice of Acceptance FL251 R28 II 16-0629.06.1)df (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type, size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.5 rSGPD-77C HP(Large Missile WinGuard Aluminum Sliding Glass Door ct) Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL251 R28 C CAC 16-0629.07.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/24/2020 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL251 R28 II 16-0629.07.pdf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.6 SGD-770HP(Small Missile WinGuard Aluminum Sliding Glass Door Impact) Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL251 R28 C CAC 16-0629.08.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/24/2020 Design Pressure:'N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL251 R28 II 16-0629.08.pdf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: __ _� 251.7 SGD-780 (Impact) WinGuard Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL251 R28 C CAC 16-0629.10.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 08/02/2017 Design Pressure:N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance FL251 R28 II 16-0629.10.ndf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type, size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: GD;2 OS 0 W6r-Impac. Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL251 R28 C CAC 15-0609.10 DR.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 05/22/2018 Design Pressure: N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL251 R28 II 15-0609.10 DR.odf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.9 SGD-3030 (Large Missile Impact) Architectural Systems Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL251 R28 C CAC 15-0612.06 LM.od f Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/14/2018 Design Pressure:N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance FL251 R28 II 15-0612.06 LM.odf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.10 SGD-3030 (Small Missile Impact) Architectural Systems Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL251 R28 C CAC 15-0612.07 SM.od f Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 02/14/2018 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL251 R28 11 15-0612.07 SM.odf (NOA)for product performance information,anchorage Verified By:Miami-Dade BCCO-CER details,and anchor type, size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.11 SGD-5470 (Non-Impact) Vinyl Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL251 R28 C CAC 15-1210.02.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/21/2021 Design Pressure: N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance FL251 R28 II 15-1210.02.1)df (NOA)for product performance information,anchorage Verified By: Miami-Dade.BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.12 SGD-5570 (Large Missile Impact) Vinyl.Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL251 R28 C CAC 15-1210.01.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 04/14/2Q21 Design Pressure: N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL251 R28 II 15-1210.01.odf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type, size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Back Next Con ac[Us::2601 Blair Stone Road,Tallahassee FL 32399 phone.850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida ::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: credi�Card Safe MIAMI•DADE MIAMI-DADE COUNTY Unflo PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.sov/economy PGT Industries Inc. 1070 Technology Drive, North Venice,Fl.34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after-the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: DESCRIPTION: Series"SGD-2560`-luminum Sliding Glass Doors w/wo Reinforcements—Non-Impact APPROVAL DOCUMENT: Drawing No.757 Rev N,titled"Alum Sliding Glass Doors-Non-Impact", sheets 1 through 16 of 16,prepared by manufacturer,dated 09-08-04 and last revised on on 05/29/15,signed and sealed by Lynn Miller,P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:None:Approved Hurricane Protection devices,complying w/FBC,as applicable are required. Limitations: 1. Use of Table 1,requires No reinforcements. 2. Use of Tables 2 and 3 require full reinforcement per sheets 7 &8 of the drawing. 3. Egress operable doors must comply with min clear width per FBC,as applicable. 4. Max `/a"nominal air space is applicable for-I.G.glazing with Truseal Duraseal spacer. LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and series and following statement: "Miami-Dade County Product Control Approved",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 manufachlrer or its distributors and shall be available for inspection at,the job site at the request of the Building Official. This NOA revises NOA#12=0726.03 and consists of this page 1 and evidence pages E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda,P.E. MOA No.15-0609.10 MIAMIDAD;courrrY Expiratiou Date: May 22,2018 Approval Date: August 13,2015 PGT Industries Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (submitted under files below), 2. Drawing No.757 Rev N, titled"Alum Sliding Glass Doors-Non-Impact", sheets 1 through 16 of 16,prepared by manufacturer, dated 09-08-04 and last revised on on 05/29/15,signed and sealed by Lynn Miller,P.E. B. TESTS (submitted under files# 12-0726.03/#11-1018.11/# 08-0213.03) 1. Test report on 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,per FBC,TAS 202-94 3)Water Resistance Test,per FBC, TAS 202-94. 4)Forced Entry Test,per FBC 2411.3.2.1 (b)and TAS 202-94 Along with marked-up drawings and installation diagram of aluminum Sliding Glass Doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL-5095, dated 12-13- 06,signed and sealed by Edmundo Largaespada, P.E. 2. Additional test reports,Test report No.FTL-3102, FTL-3116, FTL-3117, FTL-3596, FTL-4273, FTL-4275 and FTL-4277 per FBC,TAS 202-94 (formally SFBC,PA 202- 94),issued by Fenestration Testing Laboratory,Inc. (Transferred from file#04- 1220.05/08-0213.03): C. CALCULATIONS 1. Anchor verification calculations and structural analysis dated 05/29/15,complying with FBC-214 (5'f'Edition), prepared by PGT, signed and sealed by Lynn Miller,P.E. 2. Glazing complies with ASTME-1300-02&-04. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance to FBC.2014(5`1 edition) and letter of no financial interest,prepared by PGT, dated 05/29/15, signed and sealed by Lynn Miller,P.E. 2. Letter of lab compliance,part of the above test reports. G. OTHER 1. This NOA revises NOA#12-0726.03, expiring May 22,2018. 2. Previous NOA associated files: 08-0213.03,# 07-0309.09 and#04-1220.05 3. Test proposals No(s) 07-2245 and#04-0404 approved by BCCO. ishaq I.Chanda,Y.E. Product Control Examiner NOA No. 15-0609.10 Expiration Date: May 22,2018 Approval Date; Aubuist 13,2015 E-1 GENERAL -NOTES: NON—IMPACT SLIDING GLASS DOOR 1.GLAZING OPTIONS: B.3/16"TEMPERED GLASS.TEST REPORTS FTL-3116,FTL3117,FTL-4277 AND FTL-5095. C.1/4"TEMPERED GLASS. TEST REPORT FTL3102. D.5/8"INSULATED GLASS(I.G.);(2)LITES OF 3/16"TEMPERED GLASS WITH A 114"AIR SPACE. TEST REPORTS FTL-4273,FTL-4275,FTL-4280,FTL-4285 AND FTL-0341. 2.CONFIGURATIONS:SEE SHEET 3. ' 3.DESIGN PRESSURES:SEE TABLES 1-3 ON SHEET 2. A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. C.DESIGN PRESSURES OF LESS THAN 40 PSF NOT APPLICABLE IN MIAMI-DADE COUNTY. 4.ANCHORAGE:THE 33113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS, NOA DRAWING MAP THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FBC. FOR ANCHORAGE DETAILS, SEE SHEETS 13 AND 14. SHEET 5.MIAMI-DADE COUNTY APPROVED SHUTTERS ARE REQUIRED IN MIAMI-DADE COUNTY AND WHERE IMPACT RESISTANCE IS REQUIRED. GENERAL NOTES............• 1 6.INSTALLATION SCREWS,FRAME AND PANEL CORNERS SEALED WITH SCHNEE/MOREHEAD SEAM SEALER. GLAZING DETAILS............ 1 7.REFERENCES:TEST REPORTS FTL-3102,FTL-3116,FTL-3117,FTL-3596,FTL4273,FTL-4275,FTL-4277,FTL-4280,FTL-4285,FTL-4341 AND 5095. DESIGN PRESSURES.......2 >ELCO ULTRACON AND CRETEFLEX NOA'S CONFIGURATIONS........... 3 >ANSI/AF&PA NDS FOR WOOD CONSTRUCTION © ELEVATIONS..................... 4 >ALUMINUM DESIGN MANUAL VERT.SECTIONS............. 5 8.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INOLUDING THE HIGH HORIZ,SECTIONS............ 6-8 VELOCITY HURRICANE ZONE(HVHZ). "X"&"O"CLIP INSTALL.... 9 9.GLAZING VINYL SPECIFICATIONS(ITEMS 36,37,&131): PARTS LIST....................... 10 a.PVC MATERIAL BY BAYSHORE VINYL COMPOUNDS,INC.,EXTRUDED BY TEAM PLASTICS,INC. EXTRUSIONS.................... 11-13 b.HARDNESS:70 SHORE A ANCHORAGE.....................14-16 c.SPECIFIC GRAVITY:1.43 d.TENSILE STRENGTH:1460 PSI e.ULTIMATE ELONGATION:380% t. MODULUS @ 100%ELONGATION:590 PSI g.TEAR STRENGTH: 210 LB/IN IAODOC f REVISED . Mrtl�4�71M wIl11N F1orW Xvkwhm aftA,o6o9.1 u 1 1 11 11 1 f t l.� �—'�''d 1 lb TRUSEALDURASEAL ^E SPACER(TYP.) 36 Off— 37 "L( 40 3116"TEMPERED GLASS 131 3/16"TEMPERED GLASS 1/4"TEMPERED GLASS AIR SPACE 3/16"TEMPERED GLASS 39 1 1 130 NOM.518"I.G. 1 3/8"GLASS 318"GLASS 3/8"GLASS BITE BITE 115 BITE LYNN 15 15 Iluulrrr Pte`?.•'�1GEN.SE'•.e,�� i I J' "MONbLITHIC _GQSS 1 4" MONOLITHIC GLASS 5/8" I.G. GLASS ` "' No.58705 �Ph�4�S-STYPE B GLASS TYPE C GLASS TYPE D = o .��S�p/7y— �= F.K. i0I29M? i NO CHANGE THIS SHEET ---- °ip�' •:�)•.•• �E IU ^•'� -- '�' 1070 TECNNOLOGYO WE NOTES GLAZING DETAILS&MAP J.J. `.,Yfilfl M - FBCro70 CODECWWOE,GLAZING VIN YL SPACER DESCRIPTION NO) MIS.FL 342 rei %�s •"••••••"•. C^;\� �^�FA a^� R^'�'P Sfb EDITION FBC(20f4J CODE PDA TE,REMOVE E1300 EDITION, Li`s/nNnL(:C� �L.Bi. u28/16 •Y ANCHOR OA NUMBERS AND AD OS EDITION YEARS P.O. 1620 ALUM.SLIDING GLASS DOOR,NON-IMPACT I, �' a.-Br Na a,m+w ab: NOKOMIS,FL 94274 Visibly Btu- s"�° �"' ea1t °i�'�a' a°' A.LYNN MILLER P.E. 04A-6 SGD2500 NTS 1 d 16 757 N P.E.#58705 COMPARATIVE'ANALYSIS: TABLE i. COMPARATIVE ANALYSIS: TABLE 3. D2 LL' COMPARATIVE >EXTENDED SILL,2112"HIGH INTERIOR >EXTENDED SILL,2 112"HIGH INTERIOR >EXTENDED _ j >SINGLEISINGLE INTERLOCK SINGLE/DOUBLE INTERLOCK(OUTSIDE) >No REINFORCEMENT TYPES. GLASS TYPES: > >NO REINFORCEMENT(SEE SECTIONS ON SHEET 6) >FULL REINFORCEMENT(SEE SECTIONS ON SHEET 8) 45 GLASS TYPE B.FTL-3117&FTL-4277;3116"OR 1/4,TEMPERED C.FTL-3102;1/4"TEMPERED 11 14 R3 D FTL-4280&FTL-4285;5/8"TEMPERED I.G.(3116'T,114"SPACE,3M67) D.FTL4273&M-4275-,5/8"TEMPERED I.G.(3118"T,1/4"SPACE,3116"T) OVER-ALL DOOR HEIGHT EXTERIOR NOM. "' OVER-ALL DOOR HEIGHT EXTERIOR M Z SINQLE/SINGL =0 P rPA PANEL PANEL 84!'(70) 90"(7) 96'(80) WIDTH o 8011(61) 84'(7) 90"(7) 96"(8') SINGLE/DOUBLE WIDTH 19 INTERLOC WIDTH INTERLOCK WIDTH 0 QF��m 11 11 H B +65.0 1-.98.8 1+65.0 1 -70.0 +64.61 -64.6 +60.01 -60,0 NO C +65.0 1-127.1 +65.0 -120.0 +65.0 1-110.8 +65.0 1-102.9 24"(20) D +65.0 1-107.11+65.01 -80.0 +65.01 -73.8 +65.01 -68.6 REINFORCEMENT 24"(20)-0 +65.0 i-130.0 +65.0 1-130.0 +65.0 1-120.0 +65.0 1-111.4 REINFORCE +65.01 -82.7 +58.41 -58.4 +53.81 -53.8 +49.81 -49.8 30"(26) C +65.0 1-iorm +65.0 1-100.2 +65.01 -92.2 +65.0 -85.3 q2?) 1B +65.01 -89.6 +65.01 -66.8 +61.41 -e1.4 +56.91 -56.9 D +65.0 1-115.2. +65.0 1-108.5 +65-01 -99.8 +65.0 -92.4 '_D 1 36"(30) B. +e5.0 1 4Z3 +50.9 J -50.9 +46.71 -46.7 +43.11 43.1 36"(30), C +65.01 -92.9 +65.01 -87.3 +65.01 -80.0 +65.0 -73.8 D +65.01 -78.3 +58.21 -58.2 +53,31 -53.3 +49.21 49.2 D +65.0 1-100.6 +85.01 -gk5 +65.01 -86.7 +85.0 -80.0 D B B +e6A -65.1 +45.7 45.7 +41.7 41.7 +38.4 .38.4 +65.0 -78.4 +65,0 -78.4 +65.0 -71,13 +65.0 -65.8 42"(3' 9 _8 9 D +65.0 -70.' + .7 -47.7 +43.9 43.9 +65.0 -B4.9 +65.0 -84.9 +65.0 -77.5 +6510 71.3 60 0 0 _60. +,30_0 _6,_, +'o-o _ a +60.0 -60.0 !+42.0 -42.0 +38�2 -38.2 +35.01 -35.0 +60,0 .60.0 +60.0 -60.0 +60.0 -60.0 1+60,0 -60.0 48"(40 D 'S.0 "o + +40.01 -40�O +65.0 -65.0 +65,0 -55.0 +650 -6-501 +65 0 -85-0 D +65.0 .65.0 1+48.0 -48.0 43.6 -43.6 i�'% b4dsasc-& Aft*'a�N. oboe to COMPARATIVE ANALYSIS: TABLE 1 Ott >EXTENDED SILL,2112"HIGH INTERIOR46 >SINGLFJSINGLE INTERLOCK >FULL REI NFQRCtM ENT(SEE SECTIONS ON SHEET 7) 46 GLASS TYPES* ISEE NOTES 1&2 8,FTL-3116;3116"OR 1/4"TEMPERED POS. D,FTL-4341;5/8"TEMPERED I.G.(3116"T,114"SPACE,3/16"T) SILL DESIGN NOM. OVER-ALL DOOR HEIGHTEXTERIOR HEIGHT PRESS. (IN.) (PSF) PANEL 80"(Se) 84"(70) 1 90"(76) 96"(80) 2 1/2" 265.0 1. WIDTH 0 1 - I INTERLOCK 1314" +35.3 B,IJ +65.0 1-105.91+65.0 1-100.01 +65.01 -92.3 +65.01 -85.7 REINFORCED INTERIOR NOT 0 -83.5 +65.0 -7 .8 NOTES: SILL RATED 11 2 +65.0 -88.6 +65. -4�136�0 1- 0 +65.0 -71.1 $,D +65.0 -77.4 +6&01 -72.7 +65�O -66 7 +61.5 -61.5 S ARE BASED ON THE 2 1/2"HIGH ---9.6 1-.59.6 1.POSITIVE DESIGN PRESSURES SHOWN IN TABLE 0.� +65.0 -65.3 +5 +54.9 -54.9 +65.0,'P85.� 65.3 SILL, POSITIVE DESIGN PRESSURE IS LIMITED TO 353 PSF WITH THE I 314"SILL. .... ..ze .�p W*o • 711,8 DiD _59.6 B;b' +5070T-5c,o "50,01 �50.0 .50.0 +50.0 -50.0 NEGATIVE PRESSURES ARE UNCHANGED 40' " . . I -�'-A-.: N0.58705 2.INTERIOR SILL IS USED WHERE WATER RESISTANCE IS NOT REQUIRED,IN WHICH CASE POSITIVE DESIGN PRESSURE EQUALS THE NEGATIVE DESIGN PRESSURE SHOWN IN TABLES I THROUGH 3 FOR THE RESPECTIVE SIZE. S ATE 0 �F.K. 1012"*7 L AUD SILL HT.V$,VP 1070TECHNOLOGYORWE DESIGN PRESSURES,NO REINFORCEMENT ors Fl.sa NO /0NAk "J KOMIS,n 34275 Wito J, 10,11Yff M NO CHANGE THIS ShEEr 01, -am�- ---7- 4SWIS "Tr NO CHANGE THIS S P.O.BOX 1529 fc3T ALUM.SLIDING GLASS DOOR,NON-IMPACT A.LYNN MILLER,P.E. NOKOMIS,FL 34274 Visibly Berw TS 2 6 N P.E.0 58705 sem-5;a;w-u-Y SOD25W �R I JA 757 F,16 09101'04 J.J. CODE -PANEL TYPES CODE PANEL TYPES CONFIGURATION NOTES: 1.MAXIMUM DAYLIGHT OPENING OF THE ADJACENT 48"NOMINAL R.H. FIXED L.1,L WIDTH PANEL TYPES IS 44 1/9'. A INTERLOCK LOCKSTILE R LOCKSTILE INTERLOCK 2.MAX.DLO HEIGHT=91314" FIXED STANDARD B*�� INTERLOCK INTERLOCK s LOCKSTILE ASTRAGAL 3.DOOR CONFIGURATIONS INCLUDE BY-PASS,POCKET AND ANY L:7j COMINATION THEREOF(LIMITED TO EIGHT PANELS AND SEVEN TRACK FRAMES)FRAMES OVER 3-TRACKS ARE MADE UP OF REVERSE REVERSE FIXED THE APPROVED FRAME COMPONENTS SHOWN ON SHEETS 11 _c INTERLOCK ASTRAGAL T ASTRAGAL LOCKSTILE AND 12 OF THIS NOA. EXAMPLE MAXIMUM CONFIGURATIONS: '0 C 0 'A D6 E R N R I N R.H.R N T T T 'H H T E ER LOCK RL L L0 0 -0 C C C L C INTERLOCK REVERSE LOCKSTILE A.EIGHT PANELS ON FOUR TRACKS(CENTER MEET) D LOCKSTILE R.H. u ASTRAGAL B.FIVE PANELS ON FIVE TRACKS(BY-PASS) TRACKS IN EXCESS OF THOSE REQUIRED FOR STRUCTURAL L.H. R.H. FIXED FIXED DOOR PANELS MAY BE USED FOR SCREENS. INTERLOCK INTERLOCK V LOCKSTILE E RLOCK LOCKSTILE STANDARD L.H L.H. W DOUBLE INT RLO( F INTERLOCK INTERLOCK INTERLOCK ASTRAGAL DOUBLE FIXED DOUBLE G LOCKSTILE INTERLOCK y LOCKSTILE INTERLOCK LOCKSTILE MODUCVREVISM H IN-THE-RLOCK INTERLOCK z LOCKSTILE mewp"swilbiwwri" to Aat/trtt No DOUBLE DOUBLEDOUBLE FIXED INTERLOCK INTERLOCK YR INTERLOCK LOCKSTILE r t=r� STANDARD DOUBLE J LOCKSTILE TRAGAL GR INTERLOCK LOCKSTILE L.H. LOCKSTILE REVERSE R.H. K INTERLOCK LR ASTRAGAL INTERLOCK L.H. STANDARD STANDARD DOUBLE L INTERLOCK ASTRAGAL WR ASTRAGAL INTERLOCK L.H. DOUBLE M LOCKSTILE INTERLOCK DS INTERLOCK I�� INTERLOCK STANDARD L.K. L.H. DOUBLE LYNN 1,f14 rf INTERLOCK SD INTERLOCK INTERLOCK ...... . e , ASTRAGAL \CONS E N I,jo.58705 R.H, FIXED P INTERLOCK LOCKSTILE F.K. A77 L NO CHANGE PANEL TYPES THIS SHEET 1070 TECHNOLOOYDRIVE lWIYf l M 0 CH4NGE THIS SHEET NOKOMIS,FL 34275 0410ZWV6 SG02500 F'K agim04 'F'I -- CHANGE THIS SLIDING GLASS DOOR,NON-IMPACT P.O.80XIS" A. L.M. Welfti H NO CHANGE THIS SHEET NOKOMIS.n 34274 Ly E' 7NTJS7-3 16 757 =N P U 58705 44 1/8"MAX.DAYLIGHT OPENING FOR 48"NOMINAL,ALL CONFIGURATIONS MAX, 801, L) / / 0 MAX. C) / DAYLIGHT MAX. T. G. a a OPENING HT. 48"NOM.MAX.PANEL 48"NOM.MAX.PANEL WIDTH -j pXXXO or OXXXp I NOTES: 1.SEE SHEET 3 FOR PANEL TYPES. 2.DLO WIDTH=NOMINAL WIDTH-3 7/8" 3.DLO HEIGHT=DOOR HEIGHT-4 1/4" i DLO HT. DLO WIDTH ►RODUC f RF.VISFdI a t pWn wllY Ik Mro ft bwdieg Cd. - Areep—No I r 0 605•/6 Z.48"NOM.MAX.PANEL WIDTH 48"NOM.MAX.PANEL WIDTH �_ a"D't` rl '- 0X0 OXXO or XXXX w.' tray I Oa Oa 91 3/4" 96" MAX. MAX. DAYLIGHT HT. OPENING 96" 96" 39" MAX. MAX. TYP. HT. HT, y 1 i ILJ L - ��\OpCI LYNN 43"NOM.MAX.PANEL WIDTH 48"NOM.MAX.PANEL WIDTH ''.•'ICE14sE'•��p '� Xp or pX OX or XO pXXXO or OXXXp N0.58705 " - kk ROM eY• Fla' .K. f02BA17 L NO CHANGE THIS SHEET EXAMPLE ELEVATIONS /`', '571/AoT`E pe�4' Ae,4lvti 1070 TECHNOLOGYDRIVE '� FLORIOP J.J. 10/13111 M NOCRANGETHISSHmr NOKOMIS,FL34276 LM. 5 R N NO CHANGE THIS SHEET P.O.BOX 1520 �— ALUM.SLIDING GLASS DOOR,NON-IMPACT ',SS/ONAI-��, PeK asa.a pate: NOKOMIS,FL 34274 Visibly Better A,L1/tftJ Mll�F��P.E. F.K. 09/OdA74 J.J. 04A72706 SOD2500 NTS 4 e 16 757 RN P,E.958705 (212 u F 212 F 216 (5 TRACK HEAD & SILL SHO 214 216 6-��(5 TRACK HEAD & SILL SHO 74(74 215 217) 215 (217 Z EXAMPLE MULTI-PART EXTERIOR FRAME EXAMPLE MULTI-PART INTERIOR FRAME 71 71 71 76 76 EXT. INT. EXT. INT. EXT. INT. 941/4 PRODucriMVISED MAX. MAX. DLO HEIGHT =7-'71116 ALL ALL I CONFIG. CONFIG. NOTE!ITEM 74, Cap" INTERIOR SILL IS NOTAPPROVED WHERE WATER 77 INFILTRATION 19 EXT IOR 70 EXTERIOR H REQUIRED. 77 70 ' 0 8 0 e 2112" 0 77 1314" 74 NOTE; MAX.DP Wl 1314" SILL"+35.3PSF VERTICAL SECT. 72 VERTICAL SECT, 72 VERTICAL SECT. STANDARD SILL EXTENDED SILL INTERIOR SILL 7.1'r -,;,,.7 grwLm NO CHANGE THIS SHEET VERTICAL SECTIONS �_,�3 &�ril% l A-we;, fO7O TECHNOLOGYMNk id, Wavil �O CHWGE THIS SHEET N010MIS.FL 04275 �. ......... 1� ALUM.SLIDING GLASS DOOR,NON-IMPA . k. CT LJ,4. Waffs H 6CH-LNGETHISSHEET P.0.59XI529 ' NOXOMIS,a 34274 LtNN MIUE am:'L —J 'l'" 7rD,,. J-1V 1-5 � i6T— 767 P.El 58705 P.E.P F.sKr 021OWN _t 04mm SECT.A-'A SECT.D-D SECT.E-E INTERIOR P: o o (ALL SECTIONS) EXTERIOR SECT.B-B SECT.C-C SINGLE/SINGLE INTERLOCK EXAMPLE W/ NO REINFORCEMENT (TABLE 1, SHT. 2 DESIGN PRESSURES) ss 24 OR 121 X 7 OR 701 X X � s OR los X OR 0 =p X ►4eonucr reevlsm SECT. A—A "�Pb-.wl'u.� 106 OR 6 �u a�No 1 -O /U MOVABLE INTERLOCK SECT, C—C AT P—HOOK LOCKSTILE AT ASTRAGAL _ SECT. B—B nw� c.wr MOVABLE SINGLE/SINGLE INTERLOCK 76 AND 77 6 OR 106 X OR 0 7 OR 707 0 O 5�eE AIR SPACER, TYP.ALL SECTIONS USED ONLY WITH X FIXED PANEL, 78 73 4I1u11 LYNN SECT. D—D ���?'.• �;��Ns� ��F�% FIXED TO MOVABLE SINGLE/SINGLE INTERLOCK SECT. E—E No.50705 * " LOCKSTILE AT JAMB = �� 41AE F.K. fa2RN7 L NO CWINGE THIS SHEET � S0 71 a 1070 TECHNOLOGYDRNE P T HORIZONTAL SECTIONS, TABLE 1- DPS F J.J. !NfSfif M OCNANGE7HISSHEET NOKOMfS,FL34276 r� Cc, ••.�•olyo ..•'G�� I`I �L•" 61 9,16 R+ NO CHAI4GE THIS SHEET P.O.BOX 1620 �— ALUM,SLIDING GLASS DOOR,NON-IMPACT /'S S!�NAL � 0,enneY w:n• rnwaa ax: NOKOMIS.n 34274 Vwbly Better "1001' 11 `16 A.LYNN KRUR,P.E. F.K. 09708/04 J.J. 04iD7A6 SGO2600 1�2 s d 16 757 N REX 58705 SECT.A-A SECT.H-H SECT.E-E 4 INTERIOR o o (ALL SECTIONS) \ — I EXTERIOR SECT.F-F SECT.G-G SINGLE/SINGLE' INTERLOCK EXAMPLE FULL REINFORCEMENT (TABLE 2, SHT. 2 DESIGN PRESSURES) ss 46 24 OR r21 46 OR 1 101 X X 6 OR ros X X OR 0 X ►ROS,°,°�:VIS ED SECT. A—A los s �,1s-v�Q MOVABLE INTERLOCK °R SECT. G—G � °"° .LSM AT P—HOOK LOCKSTILE AT ASTRAGAL SECT. F—F M►�+ MOVABLE SINGLE/SINGLE INTERLOCK 76 AND 77 6 106 OR X OR 0 1 OR 101 OI O O O AIR SPACER, . TYP•ALL SECTIONS USED OIPANEL, X FIXED 78 73 \` IIIIIIIII//// SECT. H—H 46 :\a�Y.•''�GENsl'.�FP P: FIXED TO MOVABLE SINGLE/SINGLE INTERLOCK SECT. E—E = No.58705 LOCKSTILE AT JAMB I+sndw. nen: Re�rn•: S1ATE o(•� •'•��� F.K.- 10.2RAA L NO CHANGE THIS SHEET �� F l "I f07OTECNNOLOOYORNE HORIZONTALSECTIONS, TABLE2-DPS �C ' ..,<oRlo!.•'O� J.J. 10/13/11 M OCH4NGETHISSHEET NOXOMIS,FL 34276 L,M. 8t15 N NOCHANGE7HISSHEET P.O.SOX 1529 �-- ALUM.SLIDING GLASS DOOR,NON-IMPACT Down eF pb: Oalnd P+m: NOKOMIS,FL 34274 Vistbty Beetee ' 401 en.K �"�� A LYNN MILLER,P.E. F.K. 09/0a/o4 J,J, o4ro2roe sGD2s00 1/2 7 1 16 757 N P.E.a 58705 SECT.A-A SECT.J-J SECT.E-E 4 INTERIOR — — ° — 0 0 (ALL SECTIONS) EXTERIOR SECT.1-1 SECT.G-G SINGLE/DOUBLE INTERLOCK EXAMPLE FULL REINFORCEMENT (TABLE 3, SHT. 2 DESIGN PRESSURES) ss 24 OR 46 121 6 OR 106 46 1 OR 101 X 45 X s OR tos X X OR 0 X 'eR°Ducr` 'aam SECT. A—A MOVABLE INTERLOCK 33 OR 134 SECT. G—G an $ AT P—HOOKLOCKSTILE AT ASTRAGAL SECT. I—I MOVABLE SINGLE/DOUBLE INTERLOCK 76 AND 77 106 OR s XOR 1 OR 101 46 O O O O O 45 USED ONLY WITH FIXED PANEL, X 78 73 `` fi1lllrrrl7 134 OR �cENs�'•.�F� . SECT. J—J SECT. E—E '4- No.58705 FIXED TO MOVABLE SINGLE/SINGLE INTERLOCK LOCKSTILE AT JAMB =-u Relep Y• Oeb RehbrLL �,, `." -. $-Al' �/ F,K.� 1029Po7 R'L NO CNANOETHIS SHEET 10707ECHNOLOGYORIVE� HORIZONTAL SECTIONS, 7-ABLE3-DPS �.�f`p•'•F��RVD!:•,'`G�•`` J.J. . 1(V18/il M OC~ETHISSHEEr NOHOMIA FL 34276 11 "I s/�1V�� °°" "' �— ALUM.SLIDING GLASS DOOR,NON-IMPACT 1'1111,,,11 LA,''. 6?&'15 N •NO CfGWGETHIS'SHEET P.O.BqX 1629 +rnn OY• nr: naN to NOKOMIS,FL 31274 Visibly Better �` �` sn..e Oi1y M" R.+ A.LYNN MILLER.P.E. F.iC. OBG76'04 J.dt 04N7/06- , SGD2600 1/2 8 't 15 757 N P.E.p 58705 (1)FIXED PANEL CLIP(TOP)INSTALLED ON EACH FIXED PANEL AT THE INTERLOCK POSITION TO ATTACH FIXED PANEL TO FRAME HEAD � l (2)FIXED PANEL BRACKETS INSTALLED ON EACH FIXED PANEL TO ATTACH FIXED PANEL TO FRAME JAMB \ INSTALL W/#10x1"SMS(4) � 76 RE-INSTALL#1 Ox 3/4" ° PANEL SCREWS(2) 78 03114 77 INSTALL W/ 32„ , INSTALL W/#10x1"SMS(4) #10x1" SMS(2) / RE-INSTALL 1/4-20 PANEL SCREW(1) X (1)FIXED PANEL CLIP(BOTTOM)INSTALLED ON EACH FIXED PANEL AT THE INTERLOCK POSITION TO ATTACH FIXED PANEL TO FRAME SILL PRODUCTBEVEM „ » n eoupbrh��Nf W PfoeYP X bddkg Co& A m"fti.No I -U ✓G "X" FIXED PANELS (1)TRACK CLIP ASSEMBLY INSTALLED ON EACH ACTIVE PANEL AT THE INTERKOCK POSITION TO SECURE THE ACTIVE PANEL TO ITS RESPECTIVE SILL TRACK 66 / 8 67 \ 68 \+ON� LYNN 49 . /ee / '. �'• No.5B705 OPERABLE PANELS F.K. 10&9,'J7 L NO CHANGE 7NIS SHEET /" C P U./. 1070 TECHNOLOGYDRNE TRACK CLIP&FIXED CLIPS INSTALLATION =�.'•., s nrE �,� J.J. fWf3Hi RSM OCHANGE THIS SHEET NOKOMIS,FL 34775 res m18,s ws Rr4lric '�� ALUM.SLIDING GLASS DOOR,NON-IMPACT css NAI. �\G L.M. E28/1S N NO GRANGE THIS SHEET P.0.80X 1578 �,�/l0 �,: ww wr: NOKOMIS,FL 34274 Vtrlbly Better °`"''1v°r �"` R Oir4p1"' ""` A.LYNN MIBULA;d.E. F.K.. 09/Od/M J.J. 84A77JOS SGD2688 112 9 ✓ '/s 757 N P.EJ!58705 'U,UA PART#DESCRIPTION PGT# ITTM PART N DESCRIPTION PGP# 1 708 LOCKSTILE,'MONOLITHIC 69362 62 522 COLONIAL INTERSECTION 41630 2 LATCH ASSEMBLY OCK 7LOCK 63 124 APPLIEDCOLONIALMUNTIN 66631 3 LATCH ASSEMBLY(DUMMY) 7DUMY 64 1240 1/16 X I FLATBAR 68926T52 4 #10-32 X 1.25 PH.FL.MS(LATCH) 71114K 66 754 TRACK CLIP GUIDE 41754B/W 6 705 INTERLOCK(STD.),MONOLITHIC 69409 67 756 TRACK CLIP COVER 6756B/W 7 11119 1#10 X.750PH.PN.SMS-S.S. 7S134X r70 8 #6 X 3/8 PP SMS 18.8 SS 76X38PPAX 8 1/4-20 X 1.125 PH.PN.MS 7142OXI 18PPMSX 9 740 HOOKSTRIP(P-HOOK) 63713 9 1209 W STP,.187 X 320-PILE 6FELTK 722A HIGH-RISE TRACK ADAPTER 69371 11 706 TOPRAILMONOLITHIC 68172 1 702 2-TRACKHEAD 68179 12 1281. WSTP,.187 X.290 FIN SEAL 61281W 2 70313 2-TRACK EXTERIOR SILL 6703B 13 72513 TOPPANELGUIDE 41801 3 704 2-TRACK JAMB 68180 15 707C IBOTTOM RAIL,MONOLITHIC 68173 74 1637 2-TRACK INTERIOR SILL 68275 17 726 IBOTTOM PANEL GUIDE 41802 76 1717 FIXED PANEL CLIP TOP TLA 13A 18 661 SINGLE ROLLER ASSY. 7SRAZ 77 717B FIXED PANEL CLIP,BOTTOM 7717FPCA 19 661 . SINGLE ROLLER ASSY.-S.S. 7SRAX 78 646 FIXED PANEL BRACKET 41814 20 683 TANDEIvi ROLLER ASSY. 7683Z 90 1136 46 X 1/2 PP SMS 76X12A 21 683 TANDEM.ROLLERASSY.-S.S. 7683SS 101 736 LOCKSTILE I.G.GLASS 60392 23 609 ASTRAGAL,MONOLITHIC 68315 106 735 INTERLOCK STD. I.G.GLASS 60393 24 720 ASTRAGAL ,MONOLITHIC 69492 111 618 TOP RAIL,I.G.GLASS 69088 26 653 LATCH KEEPER 7SDKEEP 115 1619 BOTTOM RAIL I.G.GLA SS 69089 27 653 LATCH=IR,-S.S. 7SDKEEPX 121 737 ASTRAGAL I.G.GLASS 60394 28 #8 X.312 PH.TR.SMS 78X56A 130 5/8"I.G.GLASS;3/16"TEMPERED 29 729 JAMB BUMPER 72087K 30 #6 X-.375 PH.PN. SMS 76X38PPA I/4"SPACE 3/]6"TEMPERED rpODUCfHEVIBfD ..c.aptT1.¢.it►t1.Ibt1d. 131 1006 GLAZING VINYL-INSULATED GLASS 658GLK 31 6631664 BUMPER SHIM .0300R.060 41831 134 745 DOUBLE INTERLOCK(STD.),I.G.GLAS 60551 F`ft°F'kd..oale }Sif 33 .734 DOUBLE INTERLOCK STD.),MONO. 69494 201 629 1-TRA CK HEAD,POCKEI'DOOR 68176 S U 36 1007 GLAZING VINYL,-3/16 6T304 202 628 1-TRACK JAMB POCKET DOOR 6628 "'t>� 37 GLAZING VINYL,-U4 614GLK 203 666 OPT.SCREEN RAIL,POCKET'DOOR 61394 39 3!16"TFMPERID GLASS 204 627 1-TRACK SILL,EXT.POCKET'DOOR 68178M 40 1/4"TEMPERID GLASS 42 645 ADD-ON STILE OXO ONLY) 69112 208 631 3-TRACK HEAD 68182 45 755 1/2 X 15/8 RE[NF.-ALUM 6755M 209 632 3-TRACK JAMB 68183 45 1214 1/2 X 1 1/4 REINF.-ALUM. 67254M 210 633 3-TRACK SILL,EXT.W/SCREEN RAIL 68184M 49 749, REINFORCEMENT SPRING CLIP 7BRKTM25 211 613 ADD-ON T1tACK HEAD 68187 51 1040 MORTICELOCK(DEAD LATCH) 71040 212 614 ADD-ON TRACK FOR FRAMEHEAD 68185 52 1040-2 MORTICELOCK(DEAD LATCH)S.S. 7104OX 213 617 2-TRACK FRAME JAMB,ADD-ON 68188 53 CYLINDER/HOUSING ASSY. 40RTIC 70288K 214 615 3-TRACK SILL,ADD-ON 68189M 54 1016 #8 X.625 PH.FL.SMS 7858ZA 215 616 ADD-ON TRA CK W/SCREEN FOR SILL 68190M 55 657 BACKING PLATE(MORTICE) 4183ON 216 634 ADD-ONHEAD 68186 III ILII; 56 1045 MORTICEHANDLESET 71045 217 635 ADD-ON SILL 68191M \.c, okV LY&I/v 4oj�'' 57 COVER PLATE 7Vt43 218 638 LOW-RISE2-TRA CK SILL,EXTERIOR 68952M P.' 41GENSP `�Fp 58 659 MORTICELATCH KEEPER 79DSP5X1 220 636 I-TRACK SILL,INTERIOR 68274M nlo.seTos ' 60 1239 3/16"APPLIEDMUNI'IN 68421 222 67] LOW-RISE I-TRACK SILL EXTERIOR 60803M 61 665 COLONIALENDPIECE 41628 225 732 HIGH-RISETRACKADAPTER 68313M -;U F.K. faIAv7' L O CHANGE THIS SHEET -0 ST (Pp, 1D70TECHNOLOOYDR/VE PARTS LISTS %���•'•�,C ORIDI`,.•' ����� J.J. id1Y11 "M OCHANOETNiS SHEET NOKOMIS,FL 14276 " �— ALUM.SLIDING GLASS DOOR,NON-IMPACT S�ONALr�G\ L.M. S25Vib N NO CHVICE THIS SHEET P.O.SOX 1620 eo.v �.m t II i I I I�'\ .y wx pts NOKOMIS.FL 34274 VWbly Better R" A.LYNtf IAILLER,P.E. L.F.K. 0 08104 J.J. 10 2M SGD2500 NTS j0 a 16 757 /� P.E.M 58705 r2.437 2.310 2.310Imo-- 2.310 T1.032 1.452 .890 I�- -►I .890 1- .06203 093 .0621.375 1.616 093 1.816 093 OIG. LOCKSTILE, 1.375 .062 101 MAT'L: 6063-T6 I.G. INTERLOCK 1 L L #736 MAT- 735 63-T6 -1-1.036 r L- j50q- 106 OO I.G.'TOP RAIL TOP RAIL I.G. DOUBLE INTERLOCK STD. DOUBLE INTERLOCK 2.437 --�MATL:6063-T6 MAT'L: 6063-T6 MAT '6063-T5 iMAT'L: 6063-T5 134 #745 33 #734 #618 #706 1.032 ��-- 2.310 ---{ 111 062 STD. LOCKING STILE 1.452 O MAT'L: 6063-T6 as3 #708 STD. INTERLOCK -I 1.036 MAT'L: 6063-T6 2.562 -I 2.562 -#I O #705 -; 062 .062 2.436 2.438 1.096 1.575 1.096 1.575 , � 1 1 • 2.845 2.845 1 .890 .890 p ODUCrREVI5E0 I.G. BOTTOM RAIL D125 125 Z�v. wlotblferli4 MATO BOTTOM BOTTOM RAIL A�/td.e!u _p p •% MAT'L: 6063-T5 F-ph+w.Drte--Sqa�C- 115 #619 15 #707 MAT'L: 603ASTRAGAL ASTRAGAL T6 MAT'L: 6063T6 etrat Obrr a cy;dr 121 #737 23 #720 --� �-- .500 -1501- O 0 po O T T_ I o 0 0 1.6111 . 1.250 �- 150 - 1.750 .7y I! I ►{1.000 --1 1.000 II 45 REINFORCEMENT 46 REINFORCEMENT O r + MAT'L: 6063-T6 MAT'L: 6063-T6 I #755 #1214 2.000 1.750 \\I I I r r IAOTE: ITEMS 45 AND 46 LENGTH = PANEL HT• - 4 1/4" 125 \ \ONV LYNN 77 FIXED PANEL CLIP, BOTTOM FIXED PANEL CLIP, TOP ' : N0.53705 ' I MAT'L: 6063-T6 76 MAT'L:76063-T6 #7176 s� Ils o,ysy. a.wNre: 0. . S7ATE V Ft' Q2 7 L NO CIMNCIE?HIS SHEET L - R. f0707ECHNOL0GYDRNE EXTRUSIONS,PANELS ;��'••.,FLGH\Of, �•c�,: J�.(. YNi3i1 M NO CHANCE THIS SHEET NOKOMIS.FL 31276 �- ALUM.SLIDING GLASS DOOR,NON-IMPACT •''�,I<�hIAL.C��`� NO G7LWGE THiS SHEET P.O.SOX 1518 _ /rIr NN I \\\E\ u�,.�9Y. yen, •' da: NO.O.EQlZ 29 'J9/OG'O7 ., 04iMJ0G Visibly Be[ter S WO NTS 11 s '16 tl 757 1.-. N A.IYP.E.N SB 05.P.E. .660 --� �— L 3.624 1.000 I T-�{ 'ANCHOR �� 062 2.500 'A REF. I HOLES 1 .062 •--{�+- 7i 2 — TRACK HEAD HI—RISE TRACK ADAPTER 70 MAT'L: 6063—T6 MAT'L: 6063—T5 #702 #722A I 3.500 { .687. .062 2.370 —� T 060 1.594 REF. Tj ANCHOR HOLES 1.010 2 — TRACK.JAMB 73 STRIP MAT'L: 6063—T6 O #704 69 MATT''L:L: 606633 —T5 6 #740 .1.687 REF. ANCHOR 062 IRODUCf REVISED HOLES � ucorNrb¢wHY the ElatiA� 1.750 .500 Ap�pt�ece Ho 1p.750 �— I .062 --II 203 OPTIONAL SCREEN C� ` Imo— 4.676 I RAIL, POCKET MAT'L: 6063—T5 72 2 — TRACK EXTERIOR SILL #666 MAT'L: 6063—T6 #7038 .550 —1 f� 1.687 REF. ANCHOR HOLES 1.750 .062 I 225 HI—RISE TRACK ADAPTER \. 0\A'( LYNA1411 3.798 ----�I MAT�L732 63—T5 .���•''�1C[N„F'•<<c�P'i 74 2 — TRACK INTERIOR SILL Yf: MAT'L: 6063—T6 _ No.58705 >4 #637 -rj t'r F Br Cbb: ReMMa• p„y S(ATE ((� F.K. 1029/07 L REMOVE ITEMS 201 2028200 1-TRACKFRAME EXTRUSIONS,FRAME Cts ''•7'(Or21D�,. \���� g;ey cws: a.wac 1070 TECHNOLOCYORIVE r.r.� far�it IRaM OCFNNOETHISSHEET NOKOMIS.FL31T75 �_ ALUM.SLIDING GLASS DOOR,NON-IMPACT ssr� '�n�•F�G L.M. 526115 ;N INO CHANGE THIS SHEET P.O.BOX f529 , r f f I I I i I l' a.m 7 oe,>• a+u'a . aro: NOKOMIS,FL 31274 Valbly Better a�..e °i�9 R'' R.v. A.LYNN MILLER.P.E. F.Y. os/oa/04 �., w.ro2ros SGD2500 NTS 12 d 16 757 N P. 58 7o5 ADDED FRAME COMPONENTS LIr— 5.218 LIQ— 4.016 —rl f — 3.002 ----I 1.800 —►I 1.000 .750 95x0 .750 1.070000 1.000 T_ .062 —►{{�— I 062 —�� — T Jf— RAC .062 —1 RACK 208 3 — TRACK HEAD 211 AD MAT'L:T6063—T6 D 212 MAT'LOR : 6063—T6 216 MAT''L:ADD-06063AT6 MAT'L:#6363—T6 #613 # #634 .082 1 .06u4g2 A 446 r 867 .687 062 T 3.187 —�{ 625 5.094 —�j t T TRACK 94 O209 3 — TRACK JAMB 213 2 MAT'L: 6063 ADD—ON P222)222 1 EXTERIOR W/D—IONISE MAT'L: 6063—T6 #617 #632 MAT'L:#66063—T6 PRODUCt REVISM 062 15 � 440 --I t'MfPtUKC PI0 eFlorSit •e coat .082 Aue�tatte No O /4 1.250 1.250 .062 We 562 - 562 y 662 .627 —L Hr Sln 8.184 5.582 3.988 � 210 3. W/CK SILL,SCREEN RAIL MAT'L; 214 3 TRACMAT'LK 6063—T66ADD—ON SILL 18 2 EXTERIOR IW/ ADD—ON LOW O MAT'L: 6063—T6 #615 MAT'L: 6063—T6 #633 #638 All ,.062 062 L 062 062 562 562 562 .582 ��— 2rI 1.844 ��— 3.798 I �— 2.204 �\\",A,( LYNN 215 ADD—ON TRACK W/ 2 —TRACK SILL, 1 —TRACK SILL, ; o `ceNse 4FP SCREEN FOR FRAME SILL 217 1 —TRACK ADD—ON SILL119 INTERIOR W/ ADD—ON 220 INTERIOR W/ ADD—ON MAT'L: 063-T6 MAT'L: 63—T6 MAT'L: 6063—T6 MAT'L: 6063—T6 _ No.56705 #637 #636 F.K 10129/U7 L NO CHANGE THIS SHEET l., fF r.r. ,a rytt R'n O CHANGE THIS SHEET f0707ECHNOLOGYOR VEP -�- EXTRUSIONS,FRAME CONTINUED T��•.,FC ORID?.•' \��` R NOKOMIS.FL 34776 >� i,•51 G; L.M. a28.�f5 N- NOCH4NGETHISSHEET P.O.BOX 1528 ALUM.SLIDING GLASS DOOR,NON-IMPACT '/�S/ONAL���� NOKOMIS,FL 34274 VLrlbly Better �i1°� °a1 a".i — A.LYNrINLt�,"' LF,Y 0910S/04 SOo25o0 NTS 13 a 15 757 N P.E.M 58705 r- HEAD&SILL ANCHOR CLUSTERS-JAMB&P-HOOK ANCHOR QUANTITIES TABLE 4. NOTES: DP TABLE REF.>r" SHEET 2,TABLE 1. SHEET2,TABLE 2. SHEET 3,TABLE 3. 1.ANCHOR TYPES: GLASS TYPE> B,C OR D B,C OR D C OR D 1)1/4"ELCO ULTRACON 2)1/4"ELCO SS4 CRETE-FLEX 3 #fi2-STEEUSCREW_(G5) INTERLOCK&> SSN SSR SDR 2,GLASS TYPES: 3616"TEMEERED=C'1/4"TEMPERED D-5/8"TEMPERED I.G. REINFORCEMENT HEAD& HEAD& HEAD& =1 ANCHORTYPE SILL JAMB P-HOOK SILL JAMB P-HOOK SILL JAMB P-HOOK 3.INTERLOCK AND REINFORCEMENT KEY: &SUBSTRATE CLUSTER CLUSTER CLUSTER INGL'E757 ! ! I U U IS. OCEMENT 0 I EOOWOO OO SNOM. Uo U U U U U U U U U U SDR-SINGL /DUBEHFU1 REINFORCEMENT.NT.zz0 Iz(zO z zz zz zzPANEL UNIT 0 o o o I o o o 0 o 0 l0 0 0 0 cO 0 0 WIDTH xHT. c ri 0 UiU rUU vi UU ( U U ri U U ci U U 4.ANCHOR QUANTITIES BASED ON THE FOLLOWING SP cq cq cq cq ACING:N _ ( (Vf0N NNN 24.000 x 80.000 C6 CB C6 B, B 8 5 51 4 C6€C6106 8 8 B 5 4 C8 C8 C6 8 B 8 5 5 5 JAMBS AND P-HOOKS SPACING-6"MAX.FROM CORNERS AND 28"MAX.O.C. 84.000 C6 C6 C4 0 8 8 4 4; 4 C61 C6 8 8 7 8 4 5 C81 C8 C6 8 0 110 5 I S f 5 1._..... .............. ._ ......._... ...........................t f........._............ t..... 1 90.000 C6 C6 C4 B, B 0 4 4 4 C6'C6 C6 8 8. 8 4 5. 4 CB I C8 C6 8 B!10 5 1 5 1 5 :...... _........_........ ..............1......................(................I .. ........_.... ...I..... ........ .......... AD AND SILL SPACING-6"MAX.FROM CORNERS AND 22 5/16"MAX.O.C. ........... .. E 96.000 C6 C6 C4 8 1 8 6 4 4 T. C6 C6 C6 8 8 8 4 5! 4 C8:C8 C6 8{ 8 i0 5{ 5 5 C6 C6 C6 0 1 8 8 5 1 5 4 C6106 C6 8 0 1 8 5 5, 4 C8 C8 C6 0 101 10 6 6 5 1....................................._...................-...1............._.................]. 5. INSTALL PER ANCHOR QUANTITIES OF TABLE 4,USING THE DIMENSIONAL 84.000 56 C..C4 8 8 8 4 14• 4 C6(C6 C6 B 8 1 8 5 5' 4 C8 C8 C6 B' 10 10 6 6 5 CRITERIA OF NOTE 4. HEAD AND SILL CLUSTER ANCHORS ARE REQUIRED AT 90.000 C6 C6 C4 0 .8 8 4 4 1 4 C6 C67C6 0 0 8 5 5} 4 C8 C8 C6 8,10 10 6 18 5 ASTRAGAL AND INTERLOCK LOCATIONS OF THEIR RESPECTIVE TRACK 98.000 'C6 C6 C4' 6 8 8•""'4'"'d''"'4' CB C6 15'"'6'"'8""'9"'5" "5'""'4 C8'CH'C6"'8" "'$""'S" SECTIONS. SEE SHEET 16 FOR POTENTIAL ANCHOR LOCATIONS WITHIN HEAD, 36.000 x 80.000 C6 C6 C6 8 0 8 1 5 7 5 C6106 C6 8 8IB 5 5} 5 C81C8 C6 101 101 10 6 8 I SILL AND JAMB TRACK SECTIONS. ( _ 84.000 C6 C6 C4.. . . ."'8""4 i 4"'1„a calves 8e” eS "'S""5'Ce l cfi b6 10"TU"' 90.000 C6'C6 C4...8_...8...._8_...4..!_4i._d..166?-'6'C6...8....8....8.....5 5 15 Ug'E16..CS..10s.i3O.�.ip....5.....8.....5 16"MAX. ..... .. ........... ... 0„ 96.000 C6'C6'C4 "6•' 8' 64• 4••7 4 CaICB,'C'a'".8'•"'$ 8" 56"i"4'C6'{'CB CB i�0j'10110"6 I'6 5' ANCHOR 42.000 x 80.000 C6 C6 04 8 8 8 5' 5, 5 C6106 C4 8 1 8 5 5 4 C6 C6 C6 101 10 10 6 6!5 LOCATION, I MAX. 84.000 CS C4 8_.-8....$.._"4"' ,-0 j d C6j'C6C4 A B B ,5 5 $ C6IC6 C5"'10' TYP. ....................._i .....,..... ..................... ... F l 90.000 C4 C4 C4 8 1e 0 4 4_I'.4 C61'Ca'C4 B 8 8""5'"'5'"8..C..C6'C"6`"'10}1'd' 10 5 18" 6 1.................1.............1............_................ 96.000 C4 6W' 4 B_ 8 6 4 4; 4' C61C6f C4 8 8• b 5 5' S C6IC6 C6 10 10110 8 6 6 48.000 x 80.000 C6 C6 C4 8{ 8 8 5 5, 5 C4 C4 C4 8 8 B 4 4 4 C6 C6 C4 8 0 1 8 5 1 5! 5 ASTRAGAL OR ►uOOUct nEvr9ED .._. .._... ....._...._................._..............._..._........ii..._...t 84.000 C4 C4 C4 8' 0 8 4}4 4 C4?C4 C4"8 9 8 4 5 1 4 C6 C6 C4 8 18 .10"'5'I'S) 5 INTERLOCK,TYP. ..... _'._.._1......._..._....._.. ....................�............_._............_........._.. L....... �aaecoe. 90,000 C4 C4 C4 8 B 8 "4 i 4! 4 C6 C6 C4 8 8 j 8 5 5 5 C6,C6 C4 101 101 10 B 1 s 5 (4)ANCHOR CLUSTER-C4 A9 H,11=o a •I D 86.000 C4 C4 C4 .81..8.._8..... 4' 4 1 4 C6tC6IC4._8....8.....8....5.....5..:...5.C6 C6 C6..10.1..101...16_.S..I...6,...8. 1.6 16"MAX. �— ANCHOR LOCATIONS, 8MA^X. M��I wk r CMtrd TYP.,(2)PER HEAD&SILL ~I f 1 48"NOM. 48'NOM. 48"NOM, 48"NOM, 11/16"MIN.O.C.TYP. l ANCHOR EXAMPLE SOLUTION LOCATION, 6 ANCHOR CLUSTER-C6 T MIN.(2) w ANCHOR 28"MAX. HEAD&SILL=6"MAX.FROM () 96" 28"MAX, PER AT z z LOCATION, O.C. CORNERS,22 5/16 MAX.O.C.AND C6 2-TRAGIC of w TYP.,(1) AT EACH ASTRAGAL OR INTERLOCK. 16"MAX. MAX D.C. JAMBS.SEE O PER AT JAMBS&P-HOOKS=6"MAX.FROM 8" SHT.16 FOR P-HOOK r CORNERS AND 28"MAX.O.C. MAX MULTI- C° TRACKS O TOTAL AT HEAD=30 ANCHORS APPLICATION 2 ¢ ¢ n= TOTAL AT SILL=30 ANCHORS TOTAL AT JAMB= 8 ANCHORS \' f�\�I + 7,' TOTAL AT P-HOOK= 5 ANCHORS 6"MAX. 3"MIN. —6"MAX. 22 5118"MAX.O.C. (6)ANCHOR CLUSTER-C8 t h HEAD/SILL CLUSTER LOCATION TYP. zf No.56705 48"NOM MAX. SEE C4,C6 OR C8 CLUSTER DETAILS CLUSTERDETAILS FOUR PANEL DOOR ANCHORAGE LAYOUT EXAMPLE !v RRd•6Y• 0"5: 1fllrkAri i TATE •.'\l: F.K. 1(44917 RSL�' OP 400KFWi 5PACIN06 JAMB MINI,MULTI-TRACKNOTE. 1070 TECHNOLO0YDRIVE ���'��'••,FCORIC�•' (j�'�• P T ANCHORAGE SPACING J.J. �ryrr IR. �. OCHANGETHISSHEET NOKOM/9,FL31276 �_ ALUM.SLIDING GLASS DOOR,NON-IMPACT L.M. C✓25/f5 N CHANOEAN OR TYPE 1 TO ULTRACON P.O.BOX(529 III,11 t t 'a,^d�w Mk' NOKOMIS,FL 34274 WLrlbly Better a- '� °•'� °i"1pAh �dM1° A.LYNNMILLER,P.E. F.K. 091004 J.J. 0416276 SOD25W NT$ 14 1 16 757 N P.E.#50705 CONCRETE ANCHOR 3.4 KSI MIN. CONC. A 1'MIN.E.D..TYP.(2) '3""MIN.E.D.(21/2-FOR 2x WOOD CRETEFLEX),TYP.(2) (EXTERIOR) O.C. (SEE NOTE 2) ALUMINUM MULL ANCHORAGE MIN.E.D., APPLICABLE TO HEAD OR JAMBS 13/8"MIN t6 7 (SEE NOTE 1) WOOD ANCHOR TYP.(2) NOTE 1. 1/8 AL.MIN. 6063-T5 (SEE NOTE 1) 13/8" 87 1*MIN- P. Ix WOOD BUCK MIN. (EXTERIOR) 4 D.C. (SEE NOTE 2) (EXTERIOR) 114"MAX.SHIM 114'MAX.SHIM ERIOR) 1.687 ERIOR) #12 SMS 2x WOOD O.C. WOOD ANCHOR (SEE NOTE 2) DETAIL-C DETAIL-D (SEE NOTE 1) DETAIL-J 19'MAX.SHIM (EXTERIOR) NOTES: TYPICAL FRAME HEAD INSTALLATIONS DETAIL-F 1.FOR CONCRETE INSTALLATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 114"ULTRACONS OR 1/4"SS4 CRETE-FLEX EMBEDDED I 3/4'MIN.THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE IS 1314'(2112"FOR CRETEFLEX OR SEE NOTE 1 1.5 KSI MIN. CMU CMU). FOR WOOD INSTALLATIONS USE#12 SCREWS OR ELCO 1/4'SS4 CRETE-FLEX ANCHORS EMBEDDED 1 3/8"MIN. OR 1 WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS Ix ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN I IIZ*.WOOD BUCKS `-3 4 KSI MIN. CONC. DEPICTED AS 2x ARE 1 1/2"THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 3.FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063-T5 AND A MINIMUM OF 1/8"THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN IN DETAILS B,D AND F .1.594 ABOVE FOR 2x WOOD BUCKS.THE ANCHOR SHALL BE A#12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM(SEE DETAIL J). CONCRETE O.C_ A IF THESE CRITERIA ARE MET THE PRESSURES AND ANCHORAGE SPACING FOR 02 SCREWS SHOWN IN THIS NOA MAY BE USED. ANCHOR 1314-MIN.E.D. 4.IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED,NON-SHRINK, (SEE NOTE 1) (2112"FOR NON-METALLIC GROUT(3350 PSI MIN.),(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL CRETEFLEX OR CMU) THAT IS NOT TIGHT TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE 18 WOOD, I x WOOD BUCK TYP.(2) W9 FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED BY (SEE NOTES 2) (EXTERIOR) THE AUTHORITY HAVING JURISDICTION, PRODucrFtEvispo 1!4"MAX. DETAIL-E 1.687 D.C. (SEE NOTE 5) b"nC04- TYPICAL FRAME JAMB INSTALLATION WOOD ANCHOR (SEE NOTE 1j • 34 KSI MIN. CONC. 1x WOOD BUCK,(SEE NOTE 2) (EXTERIOR) 13/8"MIN. —1 NOTE 1. �—1 318"MIN. 1.MIN.E.D., 2x WOOD NOTE 1. CONC,ANCHOR TYP.(2)A WOOD ANCHOR (SEE NOTE 1) (SEE NOTE 1) DETAIL-B (SEE NOTE 2) CONC.ANCHOR 1A 2xWOOD NOTE 2) 1/4"MAX. (SEE NOTE 1) 1 1/4�' MIN. (SEE NOTE 4) MIN.E.D. E.D. MIN.E.D. 1.607 O.C. f (EXTERIOR) NOTE 1. (SILL) (SILL) (SILL) 3/4 MIN.E.D.(2 1/2" A CONCRETE ANCHOR FOR CRETEFLEX).TYP.(2) 1z (SEE NOTE 1) 3.4 KSI MIN. CONC. (EXTERIOR) (EXTERIOR) (EXTERIOR) DETAIL-A E DETAIL-G DETAIL-H DETAIL-I N..58705 TYPICAL FRAME SILL INSTALLATIONS TYPICAL POCKET ..P—HOOK INSTALLATIONS SlATr tF.K. famr t L NO CHANOE THIS SHEET ANCHORAGE DETAILS C> 1070 TECHNOLOOY DRIVE RV13/11 J.j. M NO CRANOE THIS sHEEr NOKOMIS,a 34275 FOR CRE TEFLM CMU.CHANGE -jlc3T ALUM.SLIDING GLASS DOOR,NON-IMPACT jr, CNA GE to�� DO'_ RO.BOX 1529 L.M. WWW TAPCONTOULTRA N ADD WO20,MS—rDISTANCE NOKOM19,FL 34274 Visibly Betw A.LY'N4MIULVA,'P.E. N �ayi 4120B smoo 171;4 15 - 16 1�� 757 REA 59705 F. . 091"m Jj. JAMB INTERIOR 5._MI NT.6-0-6 7 6 5 4 3 2 7 IL 1.59 MIN. D.C. ,ANCHOR LOCATION,TYP. - - - - - - 5 4 3 NOTES ON POTENTIAL ANCHOR LOCATIONS: 2 1.ANCHOR CLUSTER AND QUANTITY INFORMATION FROM TABLE 4, SHEET 14,APPLIES AS THE MINIMUM REQUIREMENT FOR ALL TRACK CONFIGURATIONS. ANCHORS MAY BE STAGGERED WITHIN TRACK SECTIONS EXCEPT THAT THE ASTRAGAL AND INTERLOCK CLUSTERS MUST BE LOCATED IN THE TRACK ON WHICH ASTRAGAL ANDIOR INTRLOCKS ARE POSITIONED WHEN THE DOOR(S)ARE IN MODUCtREVIISCD THE CLOSED AND LOCKED POSTION. MINIMUM ON-CENTER - =may the Flai& DIMENSIONS FOR ANCHORS ARE 1.69"AT HEAD AND SILL AND bWdkgCc& 1.69*FOR JAMBS. Ampbm"Na 2.EMBEDMENT AND EDGE DISTANCES SHOWN FOR 2 TRACK 2 , FRAMES ON SHEET 15 ARE ALSO APPLICABLE TO ALL MULTI- JAMB EXTERIOR Aw TRACK SECTIONS. 4 6 HEAD/SILL EXTERIOR e u tt u HEAD/SILL INTERIOR .0 011111"', 7 LL9 No.58705 F.K 111=m. 7 FRAME, J.J. 10/13Hf m 0 CHANGE THIS SHEET OKOOS,FL 34278 LUM_ -IMPACT F:A -MOVE I-TRACKFRAME ME,POTENTIAL ANCHOR LOCATIONS R L RE 1070TECHNOLOGYDRNE NSLIDING GLASS DOOR,NON P.O.BOX 1529 A.LYNN MILLER,P.E. L If N NO CK4NGE THIS SHEET am: NOKOMI§.Ft 34214 ViWbb B-t 16 757 N P.E.0 56705 7-7-77-777 J i° kf >� �?? II �i °� >Y1 q l €< ..........c......._.....�.»_„»..�....,»....v..c . .........tv ...-.........,»...... w..,.,.....+............»....F. is E. n BCIS Home [ Log In User Registration Hot Topics Submit Surcharge Stats&Facts ; Publications f FBC Staff ; BCIS Site Map Links Search :fie'L r A. Product Approval r Public User r Product Approval Menu>Product or Application Search>Application List>A lieation Detail r� 77 I•` E FL# 856-R15 Application Type Code Version 0.- Application Status Ap ved Comments Archived _ Product Manufacturer Town and Coynt�gy Industries, Address/Phone/Email �6ZT25 ct fT f7a Ft. Lauderdale, FL 33309 (954)493-8551 tomj@tc-alum.com Authorized Signature Frank Bernardo frank@engexp.com Technical Representative Thomas B.Johnston Address/Phone/Email 400 west McNab Rd. Ft.Lauderdale, FL 33309 (954) 970-9999 tomj@tc-alum.com Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory for Pane s Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer _t Evaluation Report-Hardcopy Received Florida Engjneer or Architect Name who developed Frank I. Bennardo the Evaluation Report Florida License PE-0046549 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By ORLANDO L. BLANCO, P.E. Validation Checklist- Hardcopy Received Certificate of Independence FL12856 R5 COI Index 2.odf FL12856 R5 COI Index 3.odf FL12856 R5 COI Index 4.odf FL12856 R5 COI Indeo.odf Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2002 ASTM E1996 2002 ASTM E1996 2012 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL12856 R5 Equiv Equiv 2.pdf FL12856 R5 Equiv Equiv 3.pdf FL12856 R5 Equiv Equiv 4.pdf FL12856 R5 Equiv Ecluiv.pdf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/28/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/04/2015 Date Approved 06/22/2015 Summary of Products FL# Model, Number or Name Description 12856.1 0.050"Aluminum Storm Panel 0.050"Aluminum Storm Panel with Optional Clear Panels Limits of Use Installation Instructions Approved for use in HVHZ: No FL12856 R5 II Dwq.pdf Approved for use outside HVHZ: Yes Verified By: Frank L.Bennardo,P.E. PE0046549 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure:N/A Evaluation Reports Other:Shutter meets requirements for"Wind Zone 4" and FL12856 R5 AE Eval.pdf Missile Level"D"as defined in ASTM E1996.See installation Created by Independent Third Party: Yes instructions for specific Design Pressure Ratings by size, additional use limitations and installation instructions. 12856.2 "Safety Edge"Storm Panels "Safety Edge"Storm Panels,28ga(0.018"")Steel,0.022" Alum (Perf and Non-Perf),Clear Polycarb(Full and Half) Limits of Use Installation Instructions Approved for use in HVHZ: No FL12856 R5 II Dwq 2.pdf Approved for use outside HVHZ: Yes Verified By: Frank L. Bennardo, P.E. PE0046549 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: +54/-54 Evaluation Reports Other:This product is not valid for use within the HVHZ. FL12856 R5 AE Eval 2.0 See Evaluation Report and engineering drawing for Created by Independent Third Party: Yes additional limitations and conditions of use. 12855_34 y 24ga Steel Storm Panel 24ga (0.0232")Steel Storm Panel with Optional Clear Panels Limits of Use Installation Instructions Approved for use in HVHZ: No FL12856 R5 II Dwq 3.1)df Approved for use outside HVHZ: Yes Verified By: Frank L. Bennardo, P.E.PE0046549 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: +100/-100 Evaluation Reports Other:This product is not valid for use within the HVHZ or FL12856 R5 AE Eval 3.pdf Wind Zone 4. See Evaluation Report and engineering Created by Independent Third Party: Yes drawing for additional limitations and conditions of use. 12856.4 Aluminum Hinged Storm Panel .050"Aluminum Non-Porous Hinged Storm Panel Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL12856 R5 II Dwq 4.pdf Approved for use outside HVHZ: Yes Verified By: Frank L.Bennardo, P.E. PE0046549 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure:N/A Evaluation Reports Other:Shutter meets requirements for"Wind Zone 4" and FL12856 R5 AE Eva[4.1)df Missile Level"D"as defined in ASTM E1996.See installation Created by Independent Third Party: Yes instructions for specific Design Pressure Ratings by size, additional use limitations and installation instructions. Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement r Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to apublic-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.`Pursuant to 24GA STEEL STORM PANEL FOR USE OUTSIDE THE HVHZ & WIND ZONE 4 =�; b; O 1/2 UNLIMITED WIDTH C? (PERP.TO PANEL SPAN) ; NP 12"MAX.ON CENTER PANEL TO D/8" ATTACHMENT TO MOUNTING % •, .1 v ,'� ,7 HARDWARE OR DIRECT MOUNT. D/16 JJJaaa Ir TABLE 1 cc/�) I Ig-Ol`,U?y 3 xx x€a T'/-FN ALLOWABLE SPAN SCHEDULE(STEEL rn >aU LL w KEYHOLE PUNCH DETAIL IEWS v PANELS ONLY) U Q a W Z LL o �7 v tl1 W ALTERNATIVE HOLE DIA.OF PANEL ALLOWABLE DESIGN Z^ 9 5/8"IS ACCEPTABLE. SPAN PRESSURETABLE Z .ABLLIN AR INTERPOLATION W W 3 m 3 b 120" +35.0 PSF -38.0 PSF 3 J 114" +39.2 PSF -41.1 PSF BETWEEN SHUTTER SPANS IS N W Y N'yNOT PERMITTED.FOR SPANS - W w m 108" +44.2 PSF -44.7 PSF BETWEEN THOSE INDICATED O 106" +46.0 PSF -46.0 PSF ABOVE,THE DESIGN PRESSURES _ a n 102" +49.7 PSF -49.7 PSF FOR THE NEXT HIGHER SPAN 96" +56.1 PSF -56.1 PSF SHALL BE USED. m 90" +63.9 PSF -63.9 PSF DESIGN PRESSURES NOTED N ! 84" +73.4 PSF -73.4 PSF IN TABLE 1 APPLY TO ALL N 78° +85.2 PSF -85.2 PSF MOUNTING AND ANCHORAGE CONDITIONS AND SHALL NOT BE 1° 72° +100.0 PSF -100.0 PSF EXCEEDED. w_ �o CQ,Q �Nm �m ((` a�1TM �pcv5 pP'f D e ew °may ZE' /l��Zm<a NOTE:TOP MAY BE SLOPED OR RADIUSED TO MATCH GEOMETRY OF (� E OPENING. MOUNTING HARDWARE MUST BE ROLL-FORMED TO THE RADIUS• --7 NO NOTCHING OF MOUNTING HARDWARE TO ACHIEVE SHAPES IS AILOWEa, ® \/ ul p TYPICAL ELEVATION WITH J g 1 STEEL PANELS ONLY HURRICANE PROTECTION MAX PANEL SPAN � a N.T.S. EXTERIOR ELEV PER TABLE 1 O o GENERAL NOTESI-1 � ((��1,) THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN ACCORDAAND INTERNATIONAL RESIDENTIAL CODE(NCE WITH THE FLORIDA BUILDING CODE 1 17 FOR USE OU B dtITY INTERNATIONAL ANE ZONEDING&WIND ZONE 4�SEE PRODUCT EVALUATION REPORT FOR MDRE)INFORMATIION.IDE THE HIGH 2. NO 33-1 3%INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OFTHIS SYSTEM. WIND LOAD DURATION FACTOR Cd=1. HAS BEEN USED FOR WOOD ANCHOR DESIGN. F a 3. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURE REDUIREMENTS AS DETERMINED IN txj uai ACCORDANCE WITH ASCE 7-10 AND CHAPTER 1609 OF THE FLORIDA BUILDING CODE F EDITION(2014)SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE APACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. 4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5 SAFETY FACTOR. S. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING AND IS INTENDED FOR USE IN WIND ZONES 1-3 w a ON6.LY. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. FOR S1TE E r - 9 CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREINA LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL o; 3 PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS DOCUMENT. z a 7. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL ONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME PRODUCT APPROVAL.USE OF THESE APPROVALS DOCUMENTS SHALL COMPLY WITH CHAPTER 61615-23 OF THE FLORIDA ADMINISTRATIVE CODE _ B. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS. e 5 BRICK VENEER PER ASTM C62(BY OTHERS)SHALL BE ANCHORED PROPERLY TO TRANSFER ANY APPLICABLE LOADS TO THE5 EXISTING HOST STRUCTURE. 9. STORM PANELS SHALL BE ASTM A653 GRADE 40 STEEL WITH G60 GALVANIZED COATING TESTED THICKNESS 0.0232". 10. ALL POLYCARBONATE PANELS SHALL BE MANUFACTURED BY TRANSPARENT PROTECTION§YSTEMS,Inc. 11. ALL POLYCARB PANELS SHALL BE EXTRUDED WITH THICKNESS t=0.100"((10.010')AND SHALL BE MANUFACTURED FROMs€ S7RFNG H.Fbv=12.90X 'I &FL X RLYMER MODULUSS32IN(UV STABILIZEDj,TYPIALTENSILESTRENGTHFy=8.908 KSI,FLEXURAL 2 OPTIONAL HORIZONTAL MOUNT ST'2.ALL EXTRUSIONS SSI &FLEXURAL MODULS ISM ALL KSI C0?MGdTnWKL8EMPRWP.E 2. ALL EXTRUSIONS 2010.BE 6063-T6 ALUMINUM ALLOY,UNLESS NOTED OTHERWISE. ALL TOLERANCES SHALL BE IN AL13 RTOP&8017THOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED 1 N.T.S. EXTERIOR ELEV 14-2031 VERTICALLY OR HORIZONTALLY AS APPLICABLE. 14'PANELS SHALL BE PERMANENTLY LABELED WITH LABELS SPACED NOT MORE THAN EVERY THREE LINEAL FEET PER PANEL SCALE: AND SHAL!.FACE THE EXTERIOR AND CONTAIN AT LEASTTHE FOLLOWING: PAGE DESCRIPTION: TOWN&COUNTRY INDUSTRIES FT.LAUDERDALE FL ASTWE330 E1886 &E1996 MISSILE LEVEL D FLORIDA P�t0DUCI�APPROVAL NUMBER 1.5. ALL BOLTS&WASHERS SHALL BE ZINC COATED STEEL,GALVANIZED STEEL STAINLESS STEEL,OR 2024-T6 ALUMINUM n ALLOY WITH A MINIMUM TENSILE YIELD STRENGTH OF 33 KSI UNLESS OTHERWISE NOTED HEREIN. �ILIII 16. CONTRACTOR IS RESPONSIBLE TO INSULATE OR PROTECT ALL MEMBERS FROM DISSIMILAR MATERIALS TO PREVENT ELECTROLfSIS, 17. SEALANT SHALL BE USED ON ANCHORS OR TRACKS WHEREVER WATER SEEPAGE IS POSSIBLE. `\\ ,fo -12.00"(COVERAGE) 6.00"(COVERAGE) 2.50' 2.50"--{.�{ L -j 0.100"t-2.02° II2.02" I2.02"--f - TYP0.0232" 1.0 .. 00'� c)O IN �J. -{1.00"}- y0 y. �1.0 O:•• Q 0.0232" �I' h \ 0\ �ti. 9 z rd �--6.00° 6.00" k 1.17° �1.07•I '+• (.f)• o 1�7 T'�, 12°PANEL COVERAGE �i /•• 15 1/4"MAX TOTAL PANEL WIDTH �q 2 •• A"4".. 1.01" 1.07" 8.332"HALF PANELS i ��E 14.375"(TOTAL WIDTH) ij _ la STEEL HALF STORM PANEL Sb POLYCARBONATE STORM PANEL a STEE�0' NOTE:HALFSTORM PANEL SHALL ONLY BEUSED ASA N O u+ LL ul END PANEL TO CLOSE THE REMAINING OPENING THAT Q MAY BE LESS THAN FULL PANEL WIDTHto�J�4( =W$W o -MAX.5.238" 1/4-20X3/4 KNURLED STUDS W/ 1/4-20X3/4 KNURLED 1/4-20X3/4 KNURLED z ` N p 4 3 w r- 'T- WINGNUTS SPACED AT 12"O.C. STUDS W/WINGNUTS STUDS W/WINGNUTS 0 2.250° o• 0.125"* (DIRECTION MAY BE REVERSED) SPACED AT 12°O.C. SPACED AT 12"O.C. 3 LL^3 J N ^ -�_II (DIRECTION MAY BE (DIRECTION MAY BE Y 2.250" rn 0.120" NDC 0,094" 0.094° 0.094" 0.091" 0.091" 0 w (0.095"- 0,095• z REVERSED) REVERSED) ' O I L 0.094" in 0.094° � 0.101" N f ��] �J z z i " N L� po N e �N 0.125" .f 16 "..0911 Of 375"I •" Pn in'N '� ° ^`� '�N O.D91"- 2„ 3",4"OR 5" " 0.062" 0.062" I I MINIMUM MINIMUM 0.375" 2,06"--} 1.000" Y 1.000" .632"LEG i 0.062"4-2.06" 0.062° 2.06" 2"LEG N O2 "H"HEADER 03 "U"HEADER 3a BUILD-OUT"U"HEADER ®STUD ANGLE4a STUD ANGLE 4b STUD ANGLE �g q SEE COMPONENT NOTES ~ p m SEE COMPONENT NOTES SEE COMPONENT NOTES U) j �Oc_e pm OR 3' � 0.378• 0.190"-((-ro�06313" _ Ohm 5 0.188''1 l' 0.315" it-0.125" r.090' 0.090" \E W T:P._r• I pf TYP, 1/4-20 SQ./HEX- - HEAD BOLT STUDS 0.125" N 0.125" l•E g 0.465 \-1/4-20 r- .000" W/WINGNUTS -� 0 114420 SQ./HEX 1/4 20 SQ./HEX SPACED AT 12"OC a o 0.188"--�I- p HEAD BOLT STUDS HEAD BOLT STUDS m 0.086" W/WINGNUTS 0.090" W/WINGNUTS (LEG DIRECTION �1",2",3",4"OR T' SPACED AT 12"OC (TYP) SPACED AT 12"OC MAY BE REVERSED) F"TRACK OB "F"TRACK Sa "F"ANGLE TRACKOTUBE (5)ANGLE COMPONENT NOTES ANCHOR HEADS MUST NOT INTERFERE WITH INSTALLATION OF THE PANEL.THE FIRST AND LAST ANCHOR IN ALL TRACKS SHALL BE INSTALLED WITHIN THE FIRST 3"AND LAST 3",RESPECTIVELY, c I INSTALL ALL ANCHORS PER THE REQUIREMENTS LISTED IN THE ANCHOR SCHEDULE. p Q 00� 0.06911,'� I.0 1251, - 9 �--T- 0.44" -1 Ill 0.873" 4 o "T Int 00.563" m 5p 0.25 n � r0.313" I 0.05" r 0.25" O, t �1111111�11V �1111A11i1�U11� 111111111 tl 7AMACT q 14 1/4-20 ppg ��A7S-ANUT 0 KEYHOLE WASHER 11 1i 20.5 .,HE 1/4-20 316 SS MACHINE #14x� 1 4-20s�--� _. r a SIDEWALK BOLT a 20 G0.GAL V.STEEL(4=.0389 �F EADiBOLT BOLT W/NUT TRUSS HEAD BOLT fAPYNGHifRNXLBENNAPDO PE SURFACE TYPE ONLY GRADE 40 OR 0.050'ALUM "� SDS/SMS SCREW ALLOY(3004-H34) REQUIRES USE OF KEYHOLE WASHER IN DIRECT MOUNT APPLICATIONS 14-2031 SCALEt PAGE DESCRIPTION: 3 fJ CONNECTION TYPE C2 FRANK L BENNARDD,P.E. EXISTING CONNECTION TYPE C2 ANCHOR PER ANCHOR �(A¢uOfAlWi��I, HOST ANCHOR PER ANCHOR SCHEDULE STRUC EXISTING TURE SCHEDULE 12 ��� �•••, i. HOST 0.327 CONNECTION TYPE C2 0.437" 13 4 •h�Ind _ ,,• STRUCTURE MAX. ® ANCHOR PER ANCHOR EXISTINGrM/B01 - MAX. O �°12"O.C.M_ IL'� 11 SCHEDULE yi MAX EMBED. HOST �a°MA% =b:• BED. 0.437' STRUCTURE =O• S MAX yn°MAX rt Nom•. �{l moa n+ �O / z I/a� LL w f W Ib Ib I a Z Wm o ALT.LEG DIRECTION', W GLASS SEPARATION 1b f CONNECTION TYPE C. rL 7 NOT REQUIRED GLASS SEPARATION ANCHOR PER ANCHOR GLASS SEPARATION ul K 3 y NOT REQUIRED SCHEDULE w=% NOT REQUIRED N O s OA "H"MOUNT SECTION OB BUILD-OUT"U"MOUNT SECTION OC ALT.BUILD—OUT"U"MOUNT SECTION GLASS NOSEPARATION '^ G T RIR EQUED ALT.LEG DIRECTION GLASS SEPARATION GLASS SEPARATION .Ny ° CONNECTION TYPE C3 NOT REQUIRED NOTREQUIRED fi ANCHOR PER ANCHOR 1 In 16 m z SCHEDULE 3 t � .'...,....-��..:.:`..-........ °vi EXISTING u 20X3/4 HOST w N e o M I RLED STRUCTURE �^o 0.437" _ z p EMBED. Ib �w p MAX O w o�iz w 0 DS SPACED w� S w o z ¢m¢ XO.C.MAX lO O7 11 a EXISTING f U w EMBED. ` HOST m F 9a STRUCTURE f q° 0.437" EMBED. —1- E 35 MAX CONNECTION TYPE CS EXISTINGb ANCHOR PEER Af I(-OR SCHEDULE. a CONNECTION TYPEC1 HOST ECONNECTION TYPEC3 FASTEN @ 6"O.C.OR 12"O.C.,BUT DO ANCHORPERANCHOR STRUCTURE TYPE Cl ANCH NOT EXCEED ANCHOR SCHEDULE NCHOR SCHEDU SPACING.KEYHOLE WASHER REQUIRED -6SCHEDULE - _ IF ANCHORED WITH TRUSS HEAD BOLT. ^_, S ODSTUD ANGLE WALL MOUNT SECTION E BUILD—O "F C SECTIO OF DIRECT MOUNT SECTION 3 CONNECTION TYPE 92 EDGE EXISTING ANCHOR PER ANCHOR EXISTING DIST. CONNECTION TYPE C4 HOST SCHEDULE HOST ANCHOR PER ANCHOR GLASS SEPARATION 1 w 3 y66 STRUCTURE 0.625" STRUCTURE m SCHEDULE NOT REQUIRED O ;b a a 3gg� 9 w EQ. EQ. O w $ w w p m Q MA LEG DIRECTION MAY ..,o•, s B z a BE REVERSED 1" 1' w u m 5u s ,_ae•. � I � w s S�� CONNECTION TYPE C4 EDGE COFMCNFFRANKLOEURNWRE Ib i ANCHOR PER ANCHOR DIST' 14-2031 GLASS SEPARATION SCHEDULE Scale: n ALT.LEG DI I I°Ib NOT REQUIRED pace DescRlpnoN: ° CONNECTION TY PE C2 ANCHOR PER ANCHOR GLASS SEPARATION EXISTING SCHEDULE NOT REQUIRED HOST STRUCTURE a `•G "F"TRACK MOUNT SECTION OH TRAP"U"HEADER SECTION OI TRAP STUD ANGLE SECTION N'4NRD .EITEM BE @ 12"O.C.MAX. ALLOYANG CONT. (3)1/6 ALUM.IN BETWEEN TRUSSES, ALLOY ANGLE WITH(3)1/4"0 WOOq-`COINCIDENT WITH ANCHOR LAG SCREWS WITH 2"MIN.EMBEPth1l ROW CENTERLINE INTO WOOD @ EACH RAFTER OFAI EXISTING WOOD 3TRUSS,24"O.C.MAX.WITH 1-A 4 TRUSS IN RAFTER 1.5"- 1.5" MIN.END DIST.AND 3/4"MIN.�D*E. GLASS SEPARATION DIST.WHERE ANGLE EXTEND RI: CONNECTION TYPE C3 NOT REQUIRED @ 24°O.C.MAX THAN 6"BEYOND LASTTRUS�F E'•ND GLASS SEPARATION (G=0.42 MIN). -r- ANGLE TO NEXT TRUSS. NOT REQUIRED ANCHOR PER ANCHOR x. SCHEDULE Z m e m:I} EXISTING WOOD �i� �10' #4 `3 CONNECTION TYPE C4 G° 11 7d w OR STUCCO FINISH v��„J n a w F en ^ z MATERIAL a � 'a ANCHOR PER ANCHOR ut o - i `�/ i 1Wu X W SCHEDULE w p 1° - 1-4 Ya° }r 8'-4"MAX PANEL SPAN >u LL w€ 16 O MAX MAX DESIGN PRESSURES: 4 Q� Z 3 • 11 ! TO G=0.42 WOOD MIN: z X m'$w°"3 yypV`: I .i 2 O +/-50 PSF W W Ni w 3 z EXISTING EMBED. I I N 3 w EDGE ST 16 STRUCTURE iH SO }-1"1 o W NO EXISTING DIST. I2 @ 6"O.C.MAX7Ib a HOST GLASS SEPARATION STRUCTURE " ALT.LEG DIRECTION NOT REQUIRED n 'Y CONNECTION TYPE CS ANCHOR PER ANCHOR SCHEDULE m OK REVERSE FANGLE TRACK MOUNT SECTION ©CEILING M / N ]O"F"ANGLE TRACK MOUNT SECTION " " MOUNT/BUILD-OUT SECTION 5 � f Koo7 p �FO-o7po m ' �:3Cb@5 p MI p�b KmQ(Li iZm<Z p 3� i I AIR GAP BRICK VENEER O PER ASTM C62 LEG DIRECTION aS GLASS SEPARATION GLASS SEPARATION MAY BE REVERSED NOT REQUIRED CONNECTION TYPE C2 NOT REQUIRED 1 la Ib ANCHOR PER ANCHOR SCHEDULE z0.437" 6"MAX MAX p t Ib < o f EMBED. z - n a w i EXISTING WOOD STUDS SPACEDI O Y4 9 J E ' O9 EXISTING �6"MAX---} MAX za €€4e44 @24"O.C.MAX I (G=0.42 MIN) \ I HOST ut w EMBED. f o 9 STRUCTURE w ll e j �UId4NU1 � o. �p�5 @ 9"O.C.MAX 1 O giy�s 7 rt GLASS SEPARATION 1° wd 6 1"x4"x0.125"6063-T6 ALUMINUM TUBE (2)#14 WOOD SCREWS OR Ya°LAG SCREWS EXISTING A[R GAP 99 r NOT REQUIRED 16 HOST CONNECTION TYPE C2 S ..OR 2°x6°PT WOOD BEAM.WHERE BEAM WITH 2"EMBEDMEN4 MI MINIMUM EDGE BRICK VENEER ANCHOR PER ANCHOR �e EXTENDS MORE THAN 6"OVER LAST DISTANCE AND 1-3/4 MINIMUM END STRUCTURE PE ASTM C62 SCHEDULE ' STUD,EXTEND BEAM TO NEXT STUD DISTANCE TO G=0,42 MINIMUM WOOD CONFUGHTMANRLGENHNWRE. STUDS SPACED 24"O.C.MAX. OM STUD ANGLE BUILD-OUT MOUNT NO"U"HEADER BUILD-OUT THROUGH VENEER OVER OO DIRECT MOUNT THROUGH VENEER OVER STRUCTURAL 14-2031 scALE• SECTION INTO STUD WALL STRUCTURAL BASE SECTION BASE SECTION PAGE DESCRIPTION: 90 a S ` FR4RK .OENNMDO,P.E. GLASS SEPARATION ALT.LEG DIRECTION BRICK VENEER NOT REQUIRED CONNECTION TYPE C3 ````\``�qa� ....�y•_., rl,'• AIR GAP pER ASTM C62 ANCHOR PER ANCHOR `4041 ' .O 1 EXISTING SCHEDULE ` l HOST _ 0 STRUCTURE 4n ab -6"MAX Z B CD EMBED. TLo Iw� Q �'/O' qk!'I, z o Q a " EMBED. 'a�]¢Ut` CxJ CONNECTION TYPE Cl 1/4-20X3/4 U n ;a W Lq ° CONNECTION TYPE Cl �6"MAX—� xQ ANCHOR PER ANCHOR OMAX" U7�(4 L m e w ANCHOR PER ANCHOR f SCHEDULE KNURLED L,` STUDS SPACED t 1n lb W W .N-� SCHEDULE 12"O.C.MAX w n 3 EXISTING t to HO AIR AIR GAP CONNECTION TYPE C3 N W STRUC3 GLASS SEPARATION TURE ANCHOR PER ANCHOR c w NOT REQUIRED BRICK VENEER SCHEDULE .moi O PER ASTM C62 a PO STUD ANGLE THROUGH VENEER OVER STRUCTURAL ® BUILD-OUT"F"TRACK THROUGH VENEER OVER N BASE SECTION STRUCTURAL BASE SECTION J EXISTING rn 8 w.8 HOST ALUMINUM ANGLE CLOSURE STRUCTURE PIECE:VW"MIN,1"x5'MAX, 0.0625"MIN.THICKNESS. Ozm<¢ z� 'N MAX. 1/4° 1/4" � L\�. ? p N'1'11, Ib _ . MAX. 3� EXISTING EXISTING rt EXISTING g 'HOST HOST t ]n Ib t to Ib HOST $ 1/4" STRUCTURE STRUCTURE STRUCTURE MAX. q ]q a 2a•OC,1 In Ib ]I IS ®TRAP MOUNT CLOSURE DETAIL 27 7 O WALL MOUNT CLOSURE DETAIL EDGE DIST. $ Ib€ w EXISTING r7A " f HOST �+ .L - w STRUCTURE ,fill 1/4' ALUMINUM ANGLE CLOSURE 1 m mg MAX I BUILD-OUT PIECE:1"x2"MIN,I"x5"MAX, 0.0625"MIN.THICKNESS. ANY ANCHOR PER ANCHOR SCHEDULE, 12 ALUMINUM ANGLE CLOSURE DISTANCE EXISTING SPACED 24"O.C.MAX FOR DESIGN 11 t5 83y gyp HOST PRESSURES:5 62 PSF,12"D.C.MAX PIECE:1"x2"MIN,1"x5"MAX, STRUCTURE FOR DE IGN PRESSURES>62 PS la q PN p`l ,I$ 9R 0.0625"MIN.THICKNESS, a 24'OC` JP1t"1 DDpyWpRPpMML8F11NARE0P.E -1/4. ]2 MAX. 9 14 a 24.OC sCAL14-2031 n is ; 9 la a 24'DC I PAGE DESCRIPTION: 9 la a 24•oc a i5 1 1n Ib MAX. CORNER ANGLE: • 1 ]n]b tl IS 12 0.050"3004-H34,3003-H14,OR� cr� 12 5052-H34 ALUMINUM; b� OT BUILD-OUT MOUNT CLOSURE DETAIL OU ALTERNATE CLOSURE DETAIL O CORNER ANGLE DETAIL OR 20 GA GALV A36 STEEL ^ 1111111 Rf1..E.NN A.RDO,P.E.L ``` •' . 90014 0 5"LONG HANDLE ��9� 4J JL 17 0 S J�X RIVETED TO PANEL /'//,6jI� ,W=v X W fLfnnF1 >cOQLLwu PUNCH Y,"xl"HOLES IN U�l a w o L9 r ADJACENT PANELS TO Z X N e1'�w° RECEIVE THIS BOLT W/PM ''t 9p 3 g NUT.PLACE PANEL OVER EACH WW � '^ ,,zz ADJACENT PANEL AND FASTEN O - N C 3 j WINGNUTS FROM INSIDE c w e Z Lu CCC4 a Cl a i M N i 0 2YI"x13'4"WIDE NOTCH =)5 a^� 3 Com/ (TYP.BOTH SIDES) IO.jUT) ���a p'n S WALL MOUNTED 5"x2"x3a" -� _ w STUDDED ANGLE 3 35"-20 x 1"MACHINE SCREW STUD c g WITH WASHERED WINGNUT 012"O.C. a v (CONNECTS TO ADJACENT PANEL) V-2" m 1/4-20X3/4 KNURLED STUDS W/ WINGNUTS SPACED AT 12"O.C. O G X I %--0 HOLE FOR i a FASTENING PANEL EMBED. u $ EXISTINGHOST e!gltlm STRUCTURE —+�- WALL MOUNTED 5"x2"X76 3 STUDDED ANGLE A@ ± Y4°J E a MAX ;g CONNECTION TYPE Cl ®E ANCHOR PER ANCHOR COFMGNFFRWB(LBENMMPP. SCHEDULE O INTERIOR FASTENING ANGLE ASSEMBLY 14-2031 THESE DETAILS DEPICT THE CONNECTION OF SCALE: 5 ANY PANEL FOR AN OPENING WITH PANELS PAGE DESCRIPTION: INSTALLED FROM INSIDE.USE OF THESE DETAILS SHALL BE IN CONJUNCTION WITH AN "H"HEADER OR"U"HEADER TOP MOUNT. 0 UNLIMITED WIDTH \\\•4 JIR, (PERP.TO PANEL SPAN) `����� I"B •�� — ——--—— — — 12"MAX.ON CENTER PANEL `� �••`" TMP' ATTACHMENT TO MOUNTING O HARDWARE OR DIRECT MOUNT, =*;�• Q � SDN 'MR,s A d POLYCARBONATE PANELS FASTENED TO ADJACENT STORM � j U W n w PANELS WITH Y11'"-20 SIDEWALK fU 4 ttg Z d a BOLT AND WASHERED WINGUT m m§w x AT MIDSPAN,TYPICAL. W W S+ Z �o�3w a a wm3 f .� TABLE 2 'r In W v ALLOWABLE SPAN SCHEDULE(STEEL TABLE 2 NOTES: WITH POLYCARB PANELS) LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS a lar_,_ PANEL ALLOWABLE DESIGN NOT PERMITTED.FOR SPANS i . SPAN PRESSURE BETWEEN THOSE INDICATED M e 106" +33.3 PSF -33.3 PSF ABOVE,THE DESIGN PRESSURES ro 102" +35.7 PSF -35.7 PSF FOR THE NEXT HIGHER SPAN N 96" +39.8 PSF -39.8 PSF SHALL BE USED. LL i • DESIGN PRESSURES NOTED " uJ N 90 +44.7 PSF -44.7 PSF w Ib IN TABLE 2 APPLY TO ALL _ S I TYR 84" +50.6 PSF -50.6 PSF NOTES: MOUNTING AND ANCHORAGE y 1. TOP MAY BE SLOPED OR RADIUSED TO MATCH GEOMETRY OF OPENING. 78 +57.9 PSF 57.9 PSF CONDITIONS AND SHALL NOT BE !•�N�� M MOUNTING HARDWARE MUST BE ROLL-FORMED TO THE RADIUS;NO 72• +87.0 PSF •67.0 PSF EXCEEDED. > ro O m NOTCHING OF MOUNTING HARDWARE TO ACHIEVE SHAPES IS O ALLOWED. z m C ti Z ` � 2. STORM PANELS MAY BE MOUNTED VERTICALLY OR HORIZONTALLY. -g u G 3. STEEL AND POLYCARBONATE PANELS SHALL ALTERNATE. \m f 4, END PANELS SHALL BE STEEL PANELS ONLY. ��J c F= TYPICAL ELEVATION WITH ALTERNATING 1 STEEL AND POLYCARBONATE PANELS ?� N.T.S. EXTERIOR ELEV • a� INTERIOR i GLASS SEPARATION NOT REQUIRED ib 8 POLYCARBONATE PANELS END PANELS SHALL BE EXTERIOR FASTENED TO ADJACENT STORM POLYCARBONATE PANELS y s STEEL PANELS ONLY FASTENED TO ADJACENT STORM PANELSSIDEWALK BOLT ANDD WASHERED ED WINGUT PANELS WITH y1"-20 SIDEWALK AT MIDSPAN,TYPICAL, BOLT AND WASHERED WINGUT cowNcxrRW+KLEENruRooPa AT MIDSPAN,TYPICAL. 14-2031 SCALEt TYPICAL SECTION WITH ALTERNATING PAGE DESCRIPTION: STEEL AND POLYCARBONATE PANELS 7 N.T.S. HORIZ SECTION u�0 p3 LJ 5 ANCHOR SCHEDULES: 9101!b�dS49 NARp0,P.E. (SEE SHEET 9 FOR ANCHOR NOTES) �``��„ EDGE DISTANCES AS NOTED EDGE DISTANCES AS NOTED ` '• .••I•..'i G Spans Up To 6-0" Soans Up To 8'-0" Spans Up To 10'-0" G Spans Up To 6'-0" Spans Up To B'-0" Spans Up To 10'-0".= `"J-�"V� •• G LOAD CONN TYPE CONN TYPE CONN TYPE LOAD CONN TYPE CONN TYPE CONN TYPE Z 7• NQ O ANCHOR (psf) O ANCHOR x Cl C2 C3 CA CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS (psi) x m Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl I C2 I C3 I C4 9CS rn - 1/4'TTW S.S.TAPCON WITH 35 16.0"16.0"16.0"10.5"16.0"16.0"16.0"16.0" 7.9 16.0"16.0 16.0"16.0" 6.3" 16.0' 1/4"ITW S.S.TAPCON WITH 35 16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"15.5" 6 U'j�T� 2i 1-3/4"EMBED AND 1°MIN. 46 16.0"16.0 16.0" 8.0" 16,0"16.0"16.0"16.0" 6.0" 16.0"16.0"16.0"16.0" 4.7" 16.0" 1-3/4"EMBED AND 2-1/2' 46 16.0"16.0"16.0'•16.0"16.0"16.0"16.0"16.0"14.7"16.0"16.0"16.0"16.0"11.4" L6 'o N'^•• EDGE DISTANCE(3192 psi 57 16.0"16.0 16.0 6.5 16.0 16.0"16.0"16.0" 4.8" 16.0"16.0"13.9"16.0" 3.8" 11.5" MIN.EDGE DISTANCE(3192 57 16.0"16.0"16.0"15.8"16.0"16.0"16.0"16.0"11.5"16.0"16.0"16.0"16.0" 9.0" a �v o MIN CONCRETE -- -- ---T ) 67 16.0 16.0 16.0 5.5 16.0 16.0 15.3 16.0 4.D 13.1 16.0 _10.9 16.0 3.2 B,6 psi MIN CONCRETE) 67 16.0 16.0'16.0 13.3 16.0 16.0 16.0'16.0 9.6 15.3 16.0 12.8'16.0 7.6 -78 16,0"36.0"16.0" 4.7" 16.0"16.0"12.1"16.0" 3.4" 9.7" 14,3" 8.8" 14.3 ".% 6.7" 78 16.0"16.0'16.0"11.2"16.0"16.0"14.2"16.0" B.2" 11.4"16.0"10.3"16.0" 6.4" 7.8U S�/-rte'(` q Ci°• 89 16.0"15.4"16.0" 4.1" 13.2"15.7"ID.D"15.7" 3.0 7.7" 12.6" 7.4" 12.6" 5.5" tpg9 gg 16.0"16.0"16.0" 9.7" 15.5"16.0"11.7"16.0" 7.1" 9.1" 14.8" 8.7" 14.8" 5.6 6,4"X77/YY '19 p;°v g�g 100 160 12.8"16.0" 3.6" 10.4•'14.0" 8.5" 14.0-M fi.4" 11.2" 6.4" 10.8" 4.6" --- 1/4"ELCO ULTRACON WITH 35 16.0"16.0"16.0"16.0"16.0"16.0"16,0"16.0"13,0"16.0"16.0"16.0"16.0"10.4"16.0" 300 16.0"15.1"16,0" 8.5" 12.3"16.0"10.0"16.0" 6.3" 7.5" 13.1" 7.5 12.7" 5. 5.4' 1/4'ELCO ULTRACON WITH 35 16.0"16.0"16.0"16.0"16,0"16.0"I6.0"16.0"16.0"16.0"16.0"16.0"16.0"15.8"16.0" QVQ LL W 1-3/4'EMBED AND I'MIN. 46 16.0"16.0"16.0"13.1"16.0"16.0"16.0"16.0" 9.8" 16.0"16.0"16.0"16.0" 7.7" 16.0" a Q W u 1-3/4°EMBED AND 2-1/2' 46 I6.D"16.0"16.0"16.0"16.0"16.0"16.0"16.0"14.9"16.0"16.0"16.0"16.0"11.6"16.0" Z EDGE DISTANCE(2700 psi 57 16.0"16.0"16.0"10.6•'16.0"16.0"16.0"16.0" 7.8" 16.0"16.0"13.7"16.0•' 6.1" 11.4" MIN.EDGE DISTANCE(2700 57 16.0"16.0•'16.0"16.0"16.0"16.0"16.0"16.0"11.7"16.0"16.0"14.2"16.0" 9.1" 11.8" Z�( i to.�W o0t MIN CONCRETE) 67 16.0"16.0"16.0" 8.9" 16.0"16.0"15.1"16.0 6.5" 12.9"116.0-10.8"16_0" 5.1" 8.5 psi MIN CONCRETE) 67 16.0 16.0"16.0"13.5"16.0"16.0'•15.6"16.0" 9.7" 13.3"16.0"11.1"16.0" 7.6" 8.7" W 78 16.0"16.0"16.0" 7.5" 16.0"16.0"11.9"16,0" 5.5" 9.6" 14.2" 8.7" 14.2" 4.4" 6.6" 14.6"1 78 16.0"16.0"16.0"11.3"16.0"16.0"12.3"16.0" 8.2" 9.9" 9.0" 14.6" 6.5" 6.8" 89 16.0'•15.2"16.0'• 6.5" 13.0"15.5" 9.9" 15.5" 4.8" 7.6" 12.4" 7.3" 12.4" -- 5.4" � 89 16.0'15.7"16.0" 9 8" 13_4"16.0"30"2"16.0" 7.1" 7.9" 12.8" 7.5" 12.8" 5.6" 5 6•' N� 3 m 100 16.0"12.7"16.0" 5.8" 10.3"13.B" 8.4" 13.8" 4.3" 6.3" 11.0" 6.3" 10.7"l;' 4.6" -- " p m 1/4"ITW SAMMYS SSC W/ 35 16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0'•15.8"16.0" 100 16.0"13.1"16.0" B.6" 10.6"14"3" B.7" 14.3" 6.3" 6.6" 11.4" 6.5" 11.1" 5.0" 4.7" _ W 1 4"ELCO PANELMATE 35 16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"116.0"16.0"16.0"16.0"15.8"16.0" .wa w 2-1/4"MIN EMBED AND 46 16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"15.0"16.0"16.0"16.0"16.0"11.8"16"0" ((FEMALE MALE or PLUS W/ 46 16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"15.0--116.0"16.0"16.0"16.0"11.7"16"0" 1-1/4"MIN.EDGE DISTANCE 57 16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"11.9"16.0"16.0"16.0"16.0" 9,3" 16.0" 2 MIN E�18ED AND 2-1/�' -- n: -- MIN.EDGE DISTANCE(3350 57 16"0"16.0'•16.0"16.0"16"0"16.0"16.0"16.0"11.8 16.0"16.0"16.0"16.0" 9.2 13.5" (3295 psi MIN CONCRETE) 67 16.0"16.0"16.0"13.6"16.0"16.0"16.0"16.0"10.0"16.0"16.0"16.0"16"0" 7.9" 13.7" psi MIN CONC) 67 16.0' 16.0"16.0"13.6"16,0"16_0"16_0"16_0" 9.8" 15.2"16.0"12.7' 16.0" 7.7 10.0" �? 0 78 16.0"16.D"16.0"11.5'16"0"16.0"16.0"116.0" 8.5" 15.5"16.0"14_0"16.0" 6.7" 10.7" 78 16.0"16.0"16.0"11.4"16.0"16.0"14.1")16.0" 8.3" 11.3"16.0"10.3"16.0" 6.6" 7.8" uwi 2 * 69 16.0"116.0"116.0"110.0"16.0"16.0'15.9"16.0" 7.4" 12.3"16.0"11.8"16.0" 5.8" 8.7" w * ® 89 16.0"16.0"116.0" 9.9" 15.4"16.0"11.7"16.0" 7.2" 9.0" 14.7" 8.6" 14.7" 5.7" 6.4" n 100 16.0"16.0"16.0" 8.8" 16"0"16.0"13.6"16.0" 6.5" 10.2"16.0"10.1"116.0" 5.2" 7"4" tel® 100 16.0"15.0"16.0" B.7" 12.2"16.0" 9.9" 16.0" 6.4- 7.5" 13.1" 7.4" 12.7 5.1"1 5.4" 1 1/4-20 ALL POINTS SOLID- 35 16.0"116.0"116.0"113.6"16.0"16.0"16.0"16.0"10.2"16.0 16.0" 60 16.0 B. 1163..01" z 35 16.0'16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0 16.0"116.0"16.0"116.0"116.0- i0 1/4ITW SAMMYS SSC W/ STWITH 7/8°MIN EMBED 46 60 16.0"16.0"10.4"16,0"16.0"16.0"16.0" 7.7" fi0"16.0"14.0"16.0 u 2-1/4'MIN EMBED AND 46 16.0"16.0"16.0"16.0"16.0"16.0•16-0"16.0"16"0"16.0"16_0"36.0"16.0"15.0"16. AND " Wwin 8y 1-1/4"MIN.EDGE 57 16_0"16.0"16.0" B.4" 16.0"16_0"14.3"16.0" 6.1" 13.4"13.8" 9.8" 13.8" 4.8" 8.1" 2-1/2'MIN.EDGE DISTANCE 57 16.0"16_0"16_0"16.0"16.0"16.D"16.0"16_0"15.1"16.0"16_0"16"0"16.0"11.8"16.0" �( 1 2 DISTANCE(3000 psi MIN 67 16.0"16.0"16.0" 7.0" 16.0"14.7"10,8"14.7" 5.1" 9.2" 11_7" 7.7" 11.7" 4.0" 6.0" (3295 psl MIN CONCRETE) 67 16_0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"12_7"Ifi.0"16.0"16.0"16.0"10.0"14`3" CONCRETE) 78 16.0"13.6"16.0" 5.9" 12.5"12.6" 8.5" 12.6" 4.3" 6.8" 10.1" 6.2" 10.1" 3.4" 4.7" - -- w rn �f1 78 16.0"16.0"16.0"14.7"16.0"16.0"16.D"16.0"10.7"16.0"16.0"14.6"16.0" 8.5" 11.1" c p rn 93 11.1 70 11.1 38 54 88 5.2 8.8" 3.9"89 14.7"10.9"14.7" 5.1" r 3.3" * p1D 89 16.0"16.0"16.0 12.7"16.0"16.0•16.0"16.0" 9.3" 12.9"16.0"12.3"16.0" 7.4" 9.1" O zp� 100 13.1" 9.0" 13.1" 4.5" 7.4" 9.8" 6.0" 9.8" 3.3" 4.5" 7.9• 4.5" 7.6" 100 16.0"16.0"16.0"11.2"16.0"I6.D"14.1"Ifi.0" 8.2" 10.7"16.0"10.6 16.0" 6.5" 7.7" r o i 1/4°POVJERS TAPPER WITH 35 16.0"16.0"16.0"11.3"16,0"16.0"16.0"16.0" 8.5" 16_0"13.0"13.0"13.0" 68" 13.0" 1/4-20 ALL POINTS SOLID- 35 16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"36.0"16.0"14.7"16.0" 1.3/4"MIN EMBED AND 46 16,0"16.0"16.0" 8.6" 16.0"12.4"12.4"12.4" 6.4" 12.4" 9.9" B. 9.9" 4.9" 7,6" SET WITH 7/8"MIN EMBED 46 16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"113.9"16.0"16.0"16.0"16.0"30.8"16.0" 'p E 1-1/2"MIN,EDGE DISTANCE 57 13.3"13.3"13.3" 6.9" 13.3"10.0" 8.3" 10.0" 5.0" 7"7" 8.0" 5.7" 8.0" 3.9" 4.7" AND 2"MIN.EDGE DISTANCE 57 16.0"16.0"16.0"15.0"16.0"16,0"16,0"16.0"10.9"16.0"16.0"12.8"16.0" 8.5" 10.6" E '� (3000 psi MIN CONCRETE) 67 11.3"10.5"11.3" 5.8" 11.2" 8.5" 6.3" 8.5" 4.2" 5.3" 6.8" 4.4 6.8" 3.3" 3.5" 3000 psi MIN CONCRETE j ( p ) 67 16.0"16.0"16.0"12.6"16.0"16.0"14,1"16.0" 9.1" 12.0"15.3 10.0 15.3 7.1" 7_9" � I 78 9.7 7.9 9.7" 4.9" 7.3" 7.3" 4.9" 7.3" 3.5" 4 0 5"8" 3.6" 5.8" i% ' B 78 16.0'16.0"16.0"10"6"16.0"16.0"11.1' 16.0" 7.7" 8"9" 13.2" 8.1" 13.2" 6.0" fi.l" E 3 64' 3.0" 32 5_1" 3,0' S.1" 1U�`pI 89 16.0"14.2 16.0" 9.1" 12.1"SM1.M1" 9.2" 14.4" 6.6' 7.1" 11.5" 6.8" 11.5" 5.2" 5_0' a p i i 100 7,.6" 5.2" 7.6" 3.7" 4.3' S.7' 3.5' S 7" ''l ;: 4.6" ". 4.4" r.'`l ,w ; IOD 16.0"11.8'16.0" 8.0" 9.6" 12"8" 7.8' 12.8" 5.9" 5.9' 10.3" 5.8" 10.0" 4.6" 4.3" ' lei EDGE DISTANCES AS NOTED 1/4'POWERS TAPPER WITH 35 16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"1fi.0"16.0"16.0"16.0"16.0"13.5"16.0" O G Spans Up To 6'-0" Spans Up To 8'-0" Spans UO To SO'-D" 1-3/4°MIN EMBED AND 3" 4fi 16.0"16.0"Sfi.0"Ifi.0"16.0"16.0"16.0"16.0"12,8"16.0"36.0"16.0"16.0" 9.9" S LOAD CONN TYPE CONN TYPE CONN TYPE MIN.EDGE DISTANCE(3000 57 16.0"16.0"16.0"13.8"16.0"16.0"16_0'16.0"10.0"15.5'16.0"11"3"16.1" 7.8" 9.4" o ANCHOR (psO psi MIN CONCRETE) 67 16.0"16.0"16.0"11.5"16.0"16.0"12.5"16.0" 8.3 10.7"13.6" 8.9" 13.6" 6.5" 7.0" i x Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS 78 16.0"15.8"16.0" 9.7" 14.5"14_6" 9.9" 14.6" 7.0" 7.9" 11.7" 7.2" 11.7'• 5.5" 5.5" 1/4"MILLENIUM MILLFAST 35 16.0"116.0"16.0"16.0•'16.0"16"0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"15.3"16.0" - - - 89 16.0"12.6 16.0" 8.4" 10.7"12.8" 8.1" 12.0" 6,1 6"3" 10.2" 6.0" 10.2" 4.8" 4.5" W1TH 1-3/4'EMBED AND 46 16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"14.5"16.0"16.0"1fi3O"16.0"11.2"16.0" 2-1/2".,GE DISTANCE 57 16,0"16.0"16.0"15.7"16.0"16.0"16.0"16.0"11.3"16.0"16.0"13.0"16.0" 8.8" 10,8" 100 15.2"10.5"15.2" 7.3" 8.5" 11.4" 6.9" 11.4" 5.4" 5.2" 9.1" 5.2" 8.8" 4.2" 3.8" 3275 sl MIN CONCRETE R tlg ( P ) 67 16.0"16.0"16.0"13.1"16.0"16.0"14,3"16.0" 9.4" 12.2"15.6"10.2"15_6" 7.4" 8.0" 78 16.0"16.0"16.0"11.0"16.0"16.0"11.3"16.0" 8.0" 9.1" 13.4" 8.2" 13"4" 6.3" 6.2" - 683553 tuu)a � 89 16.0"14.4 16.0" 9.5" 12_3"14.7" 9.3" 14.7" 6.9" 7.2" 11.7" 6.9" 11.7" 5.4" 5.1" gg� _ 10D 16.0"12.0"16.0" 8.3" 9.8" 13.1" 7.9" 13.1" 6.1" 6.0" 10.4" 5.9" 10.1" 4_8" 4"3" M s 1/4"MILLENIUM MILLFAST 35 16.0"16.0"16.0"16.0"16_0"16.0"16.0"16.0"13.5"16.0"16.0"16.0"16.0"10.8"16.0" WITH 1-3/4"EMBED AND 1• 46 16_0"16.0"16.0"13.7"16.0"16.0•'16.0"16.0"10.3"16.0"16.0"14.8"16.0" 8.0" 13.8" ¢ 8 EDGE DISTANCE(3275ps1 57 16.0"16.0"16.0"11.1 16.0"16.0"15.0"16.0" 8.0" 14.1"14.6•'10.3"14.6" 6.3" 8.6" - MIN CONCRETE) 67 16.0"16.0"16.0" 9.3" 16.0"15.5"11.4"15"5" 6.7" 9.7" 12"4•' B.1" 12.4" 5.3" 6.4" ' ' 78 16.0"14.3"16.0" 7.8" 13.2"13.3" 9.0" 13.3" 5.7" 7.2" 10.6" 6.5" 10.6" 4.5' 5.0" 85 F h1 89 15.6"11.5"15.6" 6.7" - 31.7" 7.4" 11.7" 4.9" 5.7" 9.3" 5.5" 9.3" 4.1" 100 13.8"=13.8" 5.9" 7.8" 10.4" 6.3" 10.4" 4.3" 4_8" 83" 4.7" 8"1" / y 0 812 SMS W/2"EYEWALL 35 16.0"16.0"16"0"16.0"16.0"16.0"16.0"16.0"13_7"16.0"16.0"16.0"16.0"11.0"16.0 O ARMOR INSERT W/2°EMBED 46 16.0 16.0'•16.0"13.9"16.0"16.0"16.0"16.0"10.4"16.0"16.0"16.0'16.0" 8.1" 16.0" 5 8¢538 AND 2"EDGE DISTANCE 57 1G.0"16.0"16.0"11.2"16.0"16.0"16.0"116.0" 8.2" 16.0"16.0"133"16.0" 6.4" 11.0" COPMGIRFRWLBENNNa10P.E. (2000psi MIN CONC) 67 .0"16 16.0"16.0'• 9.4" 16.0"16.0"14.7"16.0" 6.9" 12.5"16.0"10.4"16.0" 5"4" 8.2" 78 16.0"16.0"16.0" 8.0" 16A"16.0"11.6"16.0" 5.8" 9.3" 13.7'• 8.4" 13_7" 4.6" 6.4" 14-2031 89 16.0"14.8"16.0'• 6.9" 12.6"15.0" 9.6" 15.0" 5_I" 7.4" 12.0" 7.1" 12.0" 4"D" 5"2" SCALEI p IOD I6.0"12.3"16 6.1" 10.0"13.4" 8.1" 13.4" 4.5" 6.2" 10.7" 6.1" 10.4" 3.6" 4.4" PAGE DESCRIPTION: 1 - _ S12 SMS W/2.75"FYEWALL 35 16.0"16.0"36.0"16.0"16.0"16.0"1 , 16"0"16"0"16.0"16L 16.0"16.0"M6. 2 "ARMOR, W!7"5" 46 16.0"16.0"16"0"16.0"16.0"16.0"16.0"16.0"14.8"16.0"16.0"16.0"Sfi.0" " EMBED AND-["ECGE 57 16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"11.7"16.0"16.0"16.0"16.0" " 710- G�® _ DISTAN(',E(2100ps1 IN 67 16.0"16.0"16.0"13.4"16.0"16.0"16.0"16.0" 9.8" 16.0"16.0"13.4"16.0" " CONC) 78 16.0"16.0"16.0"11.3"36.0"16.0"14.9"16.0" 83" 11.9"16.0"10.8"16.0" " 3 ^= 89 56,0"16.0"16.0" 9.B" 16.0"16.0"12.3"16.0" 7_2" 9.5" 15.4" 9.1" 15.4"100 16"0"115.8"16.0" 8.6" 12.8"16.0"10.5"16.0" 6.3" 7.9" 13.7" 7.8" 13.3" .= FRANK L.BENNARDO,P.E.- IPP - ANCHOR SCHEDULES (CONTINUED) : EDGE DISTANCES AS NOTED EDGE DISTANCES AS NOTED O ••',O ri Spans Up To 6'-0" Spans Up To 8'-0" Spans Up To 10'-0" �j Spans Up To 6'-0" Spans Up To 8'-0" Spans U To 101- IT LOAD CONN TYPE CONN TYPE CONN TYPE rn LOAD CONN TYPE CONN TYPE CONN TYPE -fl; z o ANCHOR (psf) o ANCHOR (psf) x - Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS x C1 C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 w Wo N _� 1/4'MY S.S.TAPCON WITH 35 14.6"14.6"14.6" 9.1" 14.6'•11.0"ILO"11.0" 6.8" 11.0" 8.0" 8.0" 8.0" 3.6" 8.0" 6.4" 6,4" 6.4" ' /.. 6. ••, F =®o 1.1 4'MIN.EMBED AND -- -- 0 / 46 11.1"11.1"Il.l" 6.9" 11.1" 8.3" 8.3' 8.3" 5,2" 8.3" 6.7 5 5" 6.7" 4.0" 5.1" WITH 1-1/4"MIN.EMBED q6 B.1" 8.1" 8.1 3.6" 8.1" 6.1" 6.1" 6 1 6.1" 2-1/2" M. EDGE DTSTANCE 57 9.0' 9.0' 9.0" 5.6" 9.0" 6.7" 5.6" 6.7" 4.0" 5.2" 5.4 3.8' S.4 3.1" 3.2" AND 1"M[N.EDGE 57 6.6" 6.6' 6.6 6.6" 4.9" 4.1' 4 9 %/' 3,8' 67 7.6" 7.1' 7.6" 4.6" 7 5 5.7" 4 2 5 7 3.3 3 6' 4.6 i 4.6 DISTANCE 67 5.6" 5.2" 5.6 S.5 4 2 3 1" 4.1 3 4" 3 4" 78 6.6" 5.3' 6 6 3.9" 4 9 4 9" 3 3 4 9 r; 3,9 3.9 t 78 a.8 3 9" 4.8 / 3.6 3.611 i ffi ui 89 5.8" 4.2" 5 8 3.3 3 6 4 3" 4.3" -' 3.5 3.5 89 4.2 3 1" 4.2 3 2 ` 3 2 100 5.1" 3.S' S1 .'..., 38" 38 100 3.7 1 3.7 / ,Y///MIR ,./ > 1/4"ELCO ULTRACON WITH 35 16.0"16.0"16.0" 8.3" 16.0"12.0"12.0 12.0" 6.2 12.0" 9.6 9.61, 9.61, 5.0 9.6" 1/4"ELCO ULTRACON 35 16.0 16.0"16.0 8.9" 16.0 12.0"12.0 12.0" 6.7" 12.0 9.6" 9.61, 9.6" 5.4 9.6" X at+m w 1-1/4"MIN.EMBED AND 46 12.2"12.2"12.2" 6.3" 12.2" 9.1" 9.1" 9.1" 4.7" 9.1" 7.3" 6.0" 7.3 5.6" WITH I-1/4"MIN.EMBED 46 12.2"12.2"12.2" 6.8" 12.2" 9.1" 9.1' 9.1" 5.1" 9.1" 7.3" 6.0' 7.3" / 5.6" W 2-1/2'M[N.EDGE DISTANCE 57 9.8" 9.8" 9.8" 5.1" 9.8" 7.4" 6.1 7.4" 5.7" 5.9 4.2" 5.9 AND 1" D 57 9.8" 9.8" 9.8 S.5- 9.8 7.4" 6.1" 7.4" 5.7" 5.9' 4.2" 5.9" 3,w,•'+3 m 67_ 8.4" 7.8" 8.4" 4.2" 8.2" 6.3" 4.6" 6.3" ✓ 5.0 / 5,0 DISTANCE 67 8.4" 7.8" 8.4 14.6" 8.2 6.3" 4,6" 6.3" 5 0" 5 0' / / ��'�(�(�(ppp���'',[����(( U) 3 y 78 72 56 72 53 54 54 43 43 78 7.2 58 72 53 54 54 ,( 43 4 43 W'% 89 63 46 63 47 47 y / m 89 6.3 46 63 47 - 47 % ma 100 56 : 56 r• / 42 , 42 - � ' i 100 5.6 56 x- 42 42 y../ 1/4`ELCO PANELMATE 35 16.0'16.0"16.0'11.7'16.0'16.0"16.0"16.0" 8.8' 16.0"14.4"14.M1"14.4" 7.0" 14.4" m 1/4"ELCO PANELMATE(MALE 35 16.0 16.0 16.0"12.3 16.0 16.0"16.0"16.0" 9.2 16.0 15.0 15.0 15.0" (FEMALE,MALE,OR PLUS) 46 16.0"16.0"16.0" 8.9" 16.0"13.7"13.7"13.7" 6.6" 13.7"11.0" 9.0" 11.0" 5.1" 8.4" !" OR PLUS)W/1-1/4"MIN 46 16.0"16.0"16.0" 9.4" I6.0"14.2"14.2"14,2" 7.0" 14.2"11.4" 9.3" 11.4" 5.4" 8.7" m W/1-1/4`MIN EMBED AND 57 14.7"14.7"14.7" 7.2" 14.7"11.1" 9.1" 11.1" 5.2" 8.6" 8.8" 6.3" 8.8" 4.0" 5.2" rc EMBED AND 2"MIN.EDGE 57 15.3"15.3"15.3" 7.5" 15.3"11.5" 9.5" 11.5" 5.5" 8.9" 9.2" 6.5" 9.2" 4.3" 5.4" N 3"MIN.EDGE DISTANCE 67 12.5"11.6"12.5" 6.0" 12.4" 9.4" 6.9" 9.4" 4.3" 5.9" 7.5" 4.9" 7.5" %� z DISTANCE 67 13A"12.1"13.0" 6.3" 12,8" 9.8" 7.2" 9.8" 4.6" 6.1" 7.8" 5.1" 7.8" 4.0" N 78 10.8" 8.7" 10.8" 5.0" 8.0" 8.1" 5.5 8.1..l/W1, 4.4" 6.5 6.5 0 78 11.2" 9.0" 11.2" 5.3" 8.3' 8.4" 5.7 B.4" % 4.6" 6.7" 4.1" 6.7" u tli 'A0 * 3 5.9" 7.1" 4.5 7 1' 5.7 - 5.7 / * 89 9.8' 7.2" 9.8" 4.6" 6.2' 7 4 4.7" 7 4 > 5 9"100 8.4" 5.8" 8 4 :::i4.7" 6.3' „ 6 3 5.0 �/�,, 4,9 ',-, IDO 8.7" 6.0" 8.7" 4.0" 4.9' 6.S" .0 6.5' .;",i'�rs' S.2" 5.1" 1/4"ITW TAPCON SG W/ 35 16.0"16.0"16.0"15.9"16.0"16.0' 16 0 16.0-11_9 16.0"16.0 16.0"16_0 9 6' 16.0" p 1/4'ITW TAPCON SG W/ 35 16.0"16.0'16.0" 9.6" 16.0 16.0"16.0' 16.0 7.2" 16.0"16.0"16.0"16.0" 5.8" 16.0" n 1-1/4"MIN EMBED AND 46 16.0"16.0"16.0"12.1"16.0"16.0"16.0"16.0" 9.1 16.0"16.0' 16.0"16.0' 7.1" 15.5" = 1-1/4"MIN EMBED AND 46 16.0"16.0"16.0" 7.3" 16.0 16.0"16.0 16.0 5.5" 16.0"16.0"16.0"16.0" 4.3" 15.5" h-li c 2-1/2"MIN.EDGE DISTANCE 57 16.0"16.0"16.0" 9.8" 16.0"16.0"16,0"16.0" 7,1" 15.8"16.0"11.6"16.0" 5.6" 9.6" 1-1/4'MIN.EDGE DISTANCE 57 16.0"16.0"16.0" 5.9" 16.0"16.0"16.0"16.0" 4,4" 15.8"16.0"11.6"16.0" 3.4" 9.6" �!✓1 =..T;a m y 67 16.0"16.0"16.0" 8.2" 16.0"16.0"12.B"16.0" 6.0" 10.9"13_9" 9.1" 13.9" 4.7" 7.3" 67 16.0"16.0"16.0" 5,0" 16.0"16.0"12.8"16.0" 3.7" 10.9"13.9" 9.1" 13.9"'� 7.1" lil pP& -_ m * 78 16.0"16,0"16.0" 6.9" 14.8"14.9 10.1"14.9" 5,1" 8.1" 11.9" 7.3" 11.9" 4.0" 5.6" 78 16.0•'16.0"16.0" 4.2" 14.8"14.9"10.1"14.9" 3.1" 8.1" 11.9" 7.3" 11.9""%';, 5.6" O zm< 89 - u 16.0"12.8"16.0" 6.0" 11.0"13.1" 8.3" 1.1" 4.4" .4" " z ' 3 6 10.5" 6.2" 10.5" 3.5" 4.6" 89 16.0"12.8"16.0" 3.7" 11.0"13.1" 8.3" 13.1":!/�� 6.4" 10.5" 6.2" 10.5 � �� 4.6" 2 m 100 15.5"10.7"15.5" 5.3" 8.7" 11.6" 7.1" 11.6" 3.9" 5.4" 9.3" 5.3" 9.0" 3.1" 3.9" 100 15.5"10.7"15.5" 3.3" 8.7" 11.6" 7.L" 11.6"; 5.4" 9.3" 5.3" 9.0"„.', 3.9" m f w 1/4-20 ALL POINTS SOLID- 35 16.0"16.0"16.0"13.4"16.0"16.0"16.0"16.0"110.1"116.0"16.0"16.0"16.0" 8.1" 16.0" 1/4-20 ALL POINTS SOLID- 35 16.0"16.0"16.0" 8.1" 16.0"14.3"14.3"14.3" 6.0" 14.3"11.4'•11.4"11.4" 4.8" 11.4" p SET WITH 7/8"MIN EMBED $46146 160"16.0"10.2"16.0"16.0"16.0"16.0" 7,6" 16.0"14.9"12.2"14.9" 5.9" 11.4" SET WITH 7/8"MIN EMBED q6 145"M6.7 6.18 uAND 2"MIN.EDGE 16.0"16_0" 8_2" 16;0"15,1"12.4"15.1" 6.0" 11_7"12_1" 8.5" 12.1" 4.7" 7.1" AND 1-1/4"MIN,EDGE57 11.7" 4.9" 11.7" 8.67.2" 8.83.6" 6.8" 7.D" 5.0" 7.0" 4.1" EOz DISTANCE 159160" 69" 160"12.8" 9.4" 12,8' S.0" 80" 10.3'• 6.7" 10.3" 3.9" 5.3" DISTANCE 67 9.9" ,1" 9.8' 7.5" 5.5" 7 5 3.0" 4.7" 6.0" 3.9" 6.0" 3.1"u11.9' 14.7' S.8' 10.9"11.0" 7.4" 11.0' 4.3" 6.0" 8.8" 5.4" 8.8 3.4" 4.1" * 78 8.5" 3.5" 6.4" 6.4" 4.36 4 3.5" 5.1" 3 1' S.1"9.5" 12.9" 5.0" 8.1" 9.7" 6.1" 9.7' 3.7 4.8" 7.7" 4.5" 7.7 f` 3.4" 89 7.5" 3.0" 4.7" 5.6" 3.6" 5.6 45" ':!00 7.9" II.S' 4.4" 6.4" 8,6" 5.2' 6.6 3.3" 4.0" 6.9" 3.9" 6.7 / �.../ 100 6.7" 3.7" 5.0" 3.0" 5.0 ;.r%i T,;ri 4.0" x 1/4"MILLENIUM MILLFAST 35 15.4' 15.4' IS,4" 6.6" 15.4"11.5"11.5'11.5" 5.0" 11.5" 9.2" 9.2" 9.2 � 9_2" ANCHOR W/1-1/4°EMBED 46 11.7"11.7"11.7"15.1" 11.7" 8.8" 8.8" 8.8 8.8" 7.0" 5.7" 7.0 ii% 5.4" AND 1"EDGE DISTANCE EDGE DISTANCES AS NOTED S - - 57 9.4" 9.4" 9 4 4 1" 9 4 7 1 5.8 7 1 5 5 5.7 4 0 5 7 Spans Uo To 6'-0" Spans Uo To 8'-0" Spans Uo To 1 0 '-0" E 67 8.0" 7.5" 8 0 7 9 6.0" 4.4 6.0" 4.8 4,8" G LOAD 's rn CONN TYPE CONN TYPE CONN TYPE 78 6.9" 5.6" 6 9 5 1 5 2' S 2 4.1 4 1 0 ANCHOR (Psf) b / x Cl C2 C3 C4 CS C2 C3 C4 CS Cl C2 C3 C4 CS 0 6.0' 4.4" 6 0 4 5' 4 5 b w ,f 912 SMS W 2"EYEWALL 35 16.0'16,0'16,0"14.9' 16.0'16.0"16.0'16.0'11.2"Ifi.O"Ifi3O"16,0"16.0" 9.0 16.0" 100 5.4' 5 4 ,! 4 0' 4 0 /4/, - - ARMOR INSERT W/2'EMBED 46 16.0'16.0"16.0"11.4"36.0"I6.0"16.0"16.0' 8.5" 16.0"16.0'16.0"16.0" 6.6' 15.1" c$ g 1/M1°MILLENIUM MILLFAST 35 16.0"16.0"16.0"10.0"16.0"12.7"12.7"12.7" 7.5" 12.7"10.1"10.1"10.1" 6.0" 10.11, AND 2"EDGE DISTANCE 57 16.0"16.0"16.0" 9.2" 16.0"16.0"16.0"16.0" 6.7" 15.4"15_9"11.3"15.9" 5.3" 9.4" gayg ANCHOR W/1-I/4'EMBED 46 12_9"12.9"12.9" 7_6" 12.9" 9.7" 9.7" 9.7" 5.7" 9.7" 7.7" 6.3 7.7" 4.4" 5.9" -- p AND 2-1/2"EDGE DISTANCE 57 10.4"10.4"10.4" 6.2" 10.4" 7.8" 6,4" 7.8" 4.4" 6.0" 6.2" 4.4" 6.2" i -'' p (�wq�, 67 16.0"16.0"16,0" 7.7" 16.0"16.0"12.5"16.0" 5.6" 10.6"13.6" 8.9" 13_6" 4.4- 7.0" �q gggB9 " 67 8.8" 8.2" 8.8" 5.1" 8.T 6.6" 4.9" 6.6" 4.1" 5.3 / 5.3" 78 16.0"15.7"16.0" 6.5" 14.5"14.6" 9.8" 14.6" 4.8" 7.9" 11.6" 7.2" 11.6" 3.8 5.4" & O O 89 16.0"12.5"16.0" 5.6" 10.7'12.8" 8.1•' 12.8" 4.2" 6.3" 10.2" 6.0"10.2 33 4 5" �31L 78 7.6" 6.1' 7.6" 4.3" 5.6" 1.7" S 7' 4.6 4.6 / 100 15.1"10.4"15.1" 5.0" 8.5" 11.4' 6.9" 11.4" 3.7" 5.2" 9.1' S.2" 8.8"P' 3 8" H � -� 89 6.7" 4.9" 6 7 4 2 5 0' S 0' El - �" W 5/16'ITW TAPCON XL W/ 35 16.0"16.0"16.0"16.0'16.0'16.0"16.0"16.0"16.0'16.0"16.0"16.0"16.0_'16.0"16.V 100 5.9' 4.1" 5 9 ;aL/ 4 4 4 4 ' � .., �,� ,,'!� n: 2-1/4"MIN.EMBED AND 4" 46 16.0"16.0"16.0"16.0'16.0"16.0' 16.0"16.0"16.0'16.0'16.0'16.0"16.0"16.0"16.0' g 6 " #12 SMS W/2"EYEWALL 35 36.0"16.0'16.0"12.2"16 0 16.0-I6 0 16.0" 9.2 16Z 15.8 IS 8 15.8" 7.3' 15.8" u EDGE DISTANCE x5 d ARMOR INSERT W/1-1/4" 46 16.0"16.0'16.0" 9,3" 16.0"15_0"15.0"15.0" 69" 15_0"12,0" 9.8" 12.0" 5.4" 9.2" p 57 16.0"16.0"16.0"16.0'16.0"16.0"16.0'16_0'16.0'16.0'16_.0"16,0"16.0'13.6"16.0' 3 EMBED WITH 2"EDGE - --- u 67 16.0"16.0 16.0"16.0"16.0"16.0"16.0"16.0"14.6"16.0"16.0"16.0"16.0"11.4"13.9" 57 16.0"I6.0 16.0" 7.5" 16.0"12.1"10.0"12.1" 5.4" 9:4" 9.7" 6.9" 9.7" 4.2" 5.7" - - DISTANCE �67: -- ------- --.- - 0 78 16.0"16.0"16.0"16,0"16,0"16.0"16.0"16.0"12.3"15,7"16,0"14,2"16.0" 9.7" 10,8" Bq�� 13.7"12,8"13.7" 6.3" 13.5"10,3" 7.6" 10.3" 4.5" 6,5" 8.2" 5.4" 8.2" 3.6" 4.2" " 1�1\�(np89 16.0"16.0"16.0"14.6"16.0"16.0"16.0"16.0"10.7"12.5"16.0"11.9"16.0" 8.M1" 8.9"11_8" 9.5" 11.8" 5.3" 8.8" 8.9" 6.0" 8.9" 3.8" 4.8" 7.1" 4.3" 7.1" 3.0" 3.3" .- _" " " " " " "16.0" 9.4" 10.4"16.0"10.3"16.0" 7.5" 7.5"10.3" 7.6" 10.3" 4.6" 6.5" 7.8" 4.9" 7.8" 3.3" 3e62" 36" 62" i i -- pBPttVIGMFliANKLBEKNAR00 P.E.9.2" 6.3" 9.2" 9.0" 5.2' 6.9" 4.2" 6,9" 3.2" 5.5" 3.1" 5.4" S 5/16"ELCO ULTRACON W/ 35 16.0"16.0"16.0"Ifi.O"16.0"16.0"16.0"16.0"14.0' 16.0"16_0"16_0"16.0"11.2"16.0" - 2-1/4"MIN.EMBED 46 16.0 16.0 16.0"14.2"16.0"16.0"16.0"16.0"10.6"16.0"15.1'•12.4"15.1" 8.2" 11.6" 14-2031 L9 ---_-_--__` - -_- 57 16.0"16.0 16.0"11.5"16.0"15.3"12.6"15.3" 8.3" 11.8"12.2" 8.6" 12.2" 6.4" 7.2" 67 16,0"16.0"16.0" 9.6" 16.0"13.0" 9.5" 13.0" 6.9" 8.1" 10.4" 6.8" 10.4" 5.4" 5.3" 5 -------- - PAGE DESCRIPTION: 76 14.9"12.0"14.9" 8.0" 11,1"11.2" 7.5" I1 2 5 8" 6 0 8 9" 5 5 8 9" - uun�mn� 89 13.0" 9.6" 13.0' 6.9" 8.2" 9.8 6.2" 9 8 5.0 100 11.6' 8.0'.11 .0"111.6' 6.1' fi.5' 8.7" 5.3" 8 7 'x 7.0" _''✓ 6.7" g A FNRPANK4L BEENNARDO,P.E. EWW 66 vo.N 2 V) m. 3/4"MI N 3/4°MIN EDGE DISTANCE i .�\• < �SpansaUo:To 6'•0" aTfsiO:TYB'=0" - - S6ans Up 7oi10=b`;� •' G Soans Up 70 6'-0" Spans Up To 6'-0" Soans Up To 10'-0"�� RE c LOAD _ - LOAD �i S •-'�Py m CONN TYPE CONN TYPE CONN TYPE ij o ANCHOR .PSO --CON 7Y E ON _P _ 0 ANCHOR (Psf) /� �• \�`\ x -,. =•+•+W Cl C2 �G C4 CS Cl C2 - C4 CS Cl C2 - C4 CS x Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS13 1j4"MGiSCGR'F,W'OR•HANGER s 5 16.0"16.(rd6 2.5"16.0 16.0"16.0" 9.4" 16.0"16.0"16.0" ' 7.5" 16.0" 1/4'ELCO PANELMATE 35 16.0"16.0"16.0"16.0"16.0"16.0"16.0"116.0"116.0"116.0"116.0"16.0"36.0"13.7"16.0"'fi7j 11I 1 \Y� X OLT WITIi 1.5�N�I-PI'-THR'EAD d _16.0"16. 7'0'� 9.5" 16.0"16.0"16.0 7.1" 16.0"16.0"16.0' 6:9'.1 .6" 16.0" (FEMALE,MALE,OR PLUS)W/ 46 16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"13.0"16.0"16.0"16.0"16.0"10,2"1fi.0" j V LL 81 FF a ETRATION 57 16.0"16.0 .0" 7.7" 16.0"16.0"1fi.0" 5.7" 16.0"16.0"12.4"16.0" 4.5" 10.3" 1-7/8°MIN EMBED 57 16.0"16.0"16.0"14.1"16.0"16.0"16.0"16.0"10.3"16.0"16.0"16.0"16.0" 8,1" 16.0" FJ a Q W Z LL d --- --- -- zX o � 67 16.0"16.0"16.0" 6.5" 164"16.0"13.7"16.0" 4.8" 11.7"14.9 9.7" 14.9" 3.8" 7.fi" 67 16.0"16.0"16.0"11.8"Sfi.O"16.0"16.0"16.0" 8.7" 16.0"16.0"15.4"1fi3O" 6.8" 12.1" u o7 w,. L 78 16,0"16.0 16.0 5.5" 15.9"16.0"10.8"16.0" 4.3" 8.7" 12.8" 7.9" 12.8" 3.2" 6.0" * 78 16.0"16.0"16.0"10.0"16.0"_16.0"16_0"16.0" 7.4" 13.7"16.0"12.4"16.0" 5.8" 9.4" .Ni O o 3 rc .'aJ 89 16,0"13.8"16.0" 4,8" 11.7"14.0" 8.9" 14.0" 3.5" 6.9" 11.2" 6.6" 11.2' 2.8" 4.9" �� 89 16.0"16.0"16.0" 8.7" 16.0"16.0"14.1"16.0" 6.4" 10_9"16_0"10.4"16.0" 5_1" 7.7" W w 3 u °I * lOD 16.0"11.5"16.0" 4.2" 9.3" 12.5" 7.fi" 12.5" 3.1" 5.7" 10.0" 5.7" 9.7" 2.5" q.l" 100 16.0"16.0"16.0" 7.7"X14.8"16.0"12.0"16.0" 5.7" 9.1" 15.8" 9.0" 15.3" 4.5" 6.6" O�j 3 J WOOD SCREW OR SMS 35 16.0"16.0"16.0"11.8"16.0"16.0"16.0"16.0" 8.9" 16.0"16.0"16.0"16.0" 7.1" 16.0" z 1/4"LAG SCREW OR HANGER 35 16.0"16.0"16.0"15.7"16.0"16.0"36.0"36.0"11.7"16.0"16.0"16.0"16.0" 9.4" 16.0" 0 w WITH 1,5°MIN.THREAD q6 16.0"16.0"16.0" 9.0" 16.0"16.0"16.0"16.0" 6.7" 16.0"15.2"12.5"15.2" 5.3" 11,6" E BOLT WITH 1.5"MIN THREAD 46 16.0"16.0"16.0"11.9"16.0"16,0"16.0"16.0" 8.9" 16.0"16.0"16.0"16.0" 7.0" 16.0" ti p PENETRATION - PENETRATION - --- :17 7 16.0"16.0"16.0" 7.3" 16.0"15.4"12.7"15.4" 5.3" 11.9"12.3" 8.7" 12,3" 4.2" 7.2 v'^i 57 16.0"16.0"16.0 9.6" 16.0"16.0"16.0"16.0" 7.1" 16.0"16.0"116.0"116.0" 5.6" 15.4" 67 16.0"164"16.0 6.1" 16.0"13.1" 9.6" 13.1" 4.5" 8.2" 10.5" 6.8" 10.5" 3.5" 5.4" n 67 16.0"16.0"16.0" 8.1" 16.0"16.0"16.0"16.0" 6.0" 16.0"16.0"14,6"16.0" 4.7" 78 15.0"12.1"15.0" 5.2" 11.1"11.2' 7.6" 11.2" 3.8" 6.1" 9.0" 5.5" 9.0" 3.0" 4.2" L7 78 16.0"16.0"16.0" 6.9" 16.0"16.0"16.0"16.0" 5.1" 13.0"16.0"11.8"16.0" 4.0" 8.9" m - 11ll11611111tUA 89 13.1" 9.7" 13.1" 4.5" 8.2" 9.8" 6.3" 9.8" 3.3" 4.8" 7.9" 4.6" 7.9" 2.6" 3.4" o * ilL114�164® 89 16.0"16.0"16.0" 6.0" 16.0"16.0"13.4"16.0" 4.4" 10.3"16.0" 9.9" 16.0" 3.5" 7.3" vei 100 11.7" 6.0" 11.7" 3.9" 6.5" 8.8" 5.3" 8.8" 2.9" 4.0" 7.0" 4.0" 6.8" 2.3" 2.9" 0 100 16.0"16.0"16.0" 5.3" 14.0"16.0"11.4"16.0" 3.9" 8.6" 15.0" 8.5" 14,5" 3.1 6.2" n 1/4"ELCO PANELMATE 35 16.0"116.0"116.0" 9.9" 16.0"16.0"16.0"16.0" 7.4" 16.0"16.0"16.0"116.0"1 5.9" 16.0" 3' #14 WOOD SCREW OR SMS 35 16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"12.2"16.0"16.0"16.0"16.0" 9.7" 16.0" � (FEMALE,MALE,OR PLUS)W 46 16.0"116.0"116.0" 7.5" 16.0"16.0"16.0"16.0" 5.6" 16.0"14.8"12.1"114.8" 4.4 11.3" WITH 1.5"MIN.THREAD 46 16.0 16.0"16.0 12.3"16.0"16.0"16.0"16.0" 9.2" 16.0"16.0"16.0"_16.0" 7.2" 16.0" LL 1-7/8°MIN EMBED 57 16.0"16.0"16.0" 6.1" 16.0"14.9"12,3"14.9" 4.4" 11.6"11.9" 8.5" 11.9" 3.5" 7.0" PENETRATION 57 16.0"16.0"16.0"10.0"16.0"16.0"16.0"16.0" 7.3" 16.0"16.0"14.9"16.0" 5.8" 12.4', 67 16.0"15.7"16.0" 5.1" 16.0"12.7" 9.3" 12.7" 3.7" 7.9" 10.2" 6.6" 10.2" 2.9" 5.2" 67 16,0"16.0"16.0" 8.4" 16.0"16.0"16.0"16.0" 6.2" 14.0"16.0"11.7"16.0" 4.9" 9_2" * 68 14.5"11.7"14.5" 4.3" 10.8"10,9" 7.4" 10.9" 3.2" 569" 8.7" 5.4" 8.7" 2.5_ 4.1" 76 16.0"16.0"16.0" 7.1" 16.0"ifi.0"13.0"16.0" 5.2" 10.4"15.4" 9.5" 15.4" M1,1"_ 7`2" F-a - p � ® 89 12.7" 9.4" 12.7" 3.8" 8.0" 9.6" 6.1" 9.6" 2.8" 4.7" 7.6" q.5" 7.6" 2.2" 3.3" - i]UU1111UUIlUIII+ 89 16.0"16.0"16.0" 6.2" 14.1"16.0"10.7"16.0" 4.6" 8.3" 13.5" 7.9" 13,5" 3.6" 5.9" - -_ - 1���capm _ 100 11.3 7.8" 11.3 3.3" 6.4" 8.5 5,2" 8.5" 2.4" 3.9" 6.8" 3.9" 6.6 2.8" 100 16.0"13.8"16.0" 5.5" 11.2"15.0" 9.1" 15.0" 4.0" fi.9" 12.0', 6.8" 11.7" 3.2" 5,0" O 0 K Z`3 C 2 J _7 C O ANCHOR NOTES: 1. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' pg RECOMMENDATIONS. ¢e r 2. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING,ANCHOR SHALL BE 8n� LOCATED IN CENTER OF NOMINAL 2x(MIN)WOOD STUD(I.e.3/4"EDGE DISTANCE IS QBS ACCEPTABLE FOR ANCHORS TO WOOD FRAMING). _ 3. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE ONLY. 4. MINIMUM EMBEDMENT AND EDGE DISTANCE SHALL BE AS NOTED IN ANCHOR SCHEDULE, o`3 MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO,FOAM,BRICK,AND OTHER § WALL FINISHES. 999yy S. ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS CERTIFIED HEREIN,BUT ONLY PROVIDESpBpBG MAXIMUM ALLOWABLE ANCHOR SPACING. MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED IN SPAN SCHEDULE(S)SHALL APPLY. 4 6. WHERE EXISTING STRUCTURE IS WOOD FRAMING,EXISTING CONDITIONS MAY VARY, FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS,NOT INTO 6 9 PLYWOOD. 11. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2"ENGAGEMENT OF THREADS IN BASE COPYWMxGHTFRLBENNN W P8. ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER HEAD('SIDEWALK BOLT') 14-2031 U.N.O. 12. ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE FOR USE. SCALE: 13. * DESIGNATES ANCHORS WHICH ARE REMOVABLE AND MAY BE USED FOR DIRECT PAGE DESCRIPTION: MOUNT INSTALLATIONS. - 14. WHEN ANCHORING TO HOLLOW BLOCK,SDS DRILLS SHOULD NOT BE USED TO DRILL INTO HOLLOW BLOCK,NOR SHOULD IMPACT DRILLS BE USED TO INSTALL CONCRETE SCREWS o�®TO HOLLOW BLOCK � O