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TABLE 14A Opening annons)cropening Height(lerhaeftru*spaming numm) 501n Be in 70 In Sol. 90 in In 120 in 1401n 160 In Reaianpular- re-r�e-,s -RiFft-WA. RwtaWlw I TrAn�&V- -ra-ft I Tmifidom Tr-w1dam RectarGift ;N .20"x711' L--fto L--*g Lending L-ov Lowbv L-ft Leading L..dhv Lr Loading Load(V L-eing Und a T i1a L..dlu Lftft 10W16 Lvndl. Lft ..12r Abs � � � ! T, OT 11 , 8 Tub Mull lei III �iit 11 ga If 111z I I' ll i H I "In 11 ! M, 11 in ILI 42 in 144.21 SM 167. z 14119 1 410 1010 520 1 13119 414 00.1 Re 13th 411 fiat US 1341 411 721 us 1341 41l Sal 5M 134.1 411 81.5 We 134.11 411 45.1 See 134.1 411 0 w 403 mo 1 314 302 403 40.3 MAI 4.5 7aG 314 co 637 403 5 :j 0) '40h Sell 403 1010 M3 eQ5 .403 X7 325 69.0 403 W.4 320 60A 403 11A 1111 781 4113 403 TEO 314 403 715.6 1 60.45(n 823 SLO 294 7a. .1 T-2w -iii- aw sis U3 1 i [2 5" 362 71,9 289 51's 3m 417 362 64.6 264 41.2 3E2 SZO 282 �3 3 m4 asi Z7s --iiT - F- 54 In 07.8 318 74.1 28I 105-31T�:: 251 485 wa . 255 424 310 635 -2;j- 289 815 3E2 14. 24.2 316 4RI 248 212 318 49,1 1 248 6 UJ 3-r-7 -319Tm-sF-m 339 318-Tis--:Ws- 3 121-- - win 49.3 2W 51.1 219 ]412 258 14&7 1 214 3&3 258 4M7 210 30,9 2% 37.2 W 27.3 258 34.0 204 256 3a4 203 2126 258 322 201 17.7 258 322 201 255 261 U2 201 Cq T V3-4 234 20,5 183 LU 234 45.6 83 b 4Z7 :;-D--357- 134 38,1 193 30.5 -j�-7;Z7 792 M 31.6 Me 217 2U 29L4 -�66 4 2:j; go .e - -- 1114 17.8 234 28.6 183 15.3 234 2(k$ 183 .0 ria 273-iT- 372 213 39.4 _RT 7-0 '75- 213 237 23-7 16-9 15.6 213 222 187 .3 3 22.0 lea 11,8 213 220 166 to ffill 163 M-0 213 1 33.7 1 179 2115 213 21a ]176 23.2 213 240 173 Me 213 d 0. -To-7W -j.- 179 19 2al) 147 16,9 170 7 0 213 A 17.0 Im L�- -- -ON I&S �1.. 131 72 In 28.6 170 31XI 165 2=19 L� 243 101 25.4 4T 7;-1. 22.3 Im Z.5 in A I I BLE 148 Cq ANCHOR CAPACITY ADJUSTMENT FORMULA: z r Anchor ape Tab Pbs) -------1 z C', 2.7k Conetete ANCHOR CAP._._). 8 - -"",C"a", Wow Cm U FI1WCkW PTWDW metal (DP_)X ANCHOR CAF-._ Q. (0 Amlal�pmt &I EkoUtmem I Ekol WIrEkollitman koLmmm Ur S9 EWO 5A6w Eko 11V SS Eke 0110stm 02 V2 Sted MULLION CAP.__/ AnchorClip Poftma Ife Elcotamen ult 1WE 5-11s, CA =01 Aggn0d- UtftOn A 4., strew(05)sew ps) screw F5) USE THIS FORMULA TO OBTAIN THE-ANCHOR r I 2-im I- 3-va. 2- 1 2- 1 3-iff z Q4r FgF---D-VC CAPACITY REQUIREEr CORRESPONDING TO AN ElnbMent ft 69 ;-2. x 0,Q1(2)Zt5Ar4I*QIpsffF;mft I l,110 I 1-11r r A AAmb-GTMm �141 ;� ACTUAL PRESSURE REQUIREMENT FOR THE 7w ma 148 a. I aso its 1 682 E. Use Inn OPENING,WHEN IT IS LOWER THAN THE MULLION < z .0 0 CAPACITY(FROM THE TABLE)OF THE SELECTED u) Cn MULLION.Tr WH1.YIELD A MINIMUM ANCHOR i� CAPACITY WHICH MAY BE USED TO QUALIFY 12 ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITYTABLE PRODUCT REVISED 83In with the Florida Building ulma n An Ey a de, NOA-Nn. 17-0630.01 Expiration Date 05/26/2021 TABLE NOTES:, By t8al 0 P uc Contra 1)SEE SHEET i FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. FIGURE 1: 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. FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 2.116'. ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES;CONCRETE SHALL CONFORM TO ACI 361 SPECIFICATIONS.HOLLOWARE)GROUT-FILLED .125' CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED (jN'*Y LY tft YELLOW SOUTHERN PINE WrrH AN SG OF 0.55.ALUMINUM SHALL BE 60133,75 AND SEA MINIMUM OF.125' THICK STEEL STUDS TO SEA MINIMUM GRADE 33 AND.04T THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT l-26'X2.11"X.125'MULU0N LEAST A25-THICK AND A36.ALLAtiCHORS INTO METALSHALL ExTENDATLEAsT3scREwTHREAD9 BEYOND (INTEGRAL FIN MULLION) No.58705 THE MATERIAL#10 ANCHORS INTO WOOD MAY BE STEEL,18-9 9.5.OR 410 S.S. z ATE '/OAIA A LVNI � H MIUR,P.E. Fl.REN 58705 TABLE 15A a MulOonCl aoltyTableOb6At: Opening Width(ferwrtiea*sparv117g rr.tliora)or Opening Holaht(for llcrtmnletlysparrdna mWlom) . 5001 60 H To in BD in so In 100 In 1201. 140 in .160 in Reet Wiff 7nptiltana. IBectergdar Tr�N7HenQ Reef aguiv Tmpmare. Reahnplar TmpTdw4 Reetmprlar ThyTdare. Recteredar 7taPr7dan9- Raetmgiler TrepliXanD• Rmtervder 7l pMa Recten Anr 11q✓r. >X` 3.W 30 �v L-ft.. Edwina U dn9 laadry [Andre•_ Imdne Lmdry taddln9 [addry L_Jd a U-fw lnadna LIZ LOadna I L--d-a L..ft faedna DEG.AL BAY UULL r r r r r r r n r r r ,-. 7a.. '� o s.. •g v„ ., �a 73-, „ ,. I w, 6 1 ,1N.- S au 2 6 6 6 8 6 6 9� $ 6 0 W 11 42h 170.01 620 170.0 436 170.0 to 1700 470 170.0 eea 170.0 508 170.0 992 170.0 stn 170.0 1115 1170.0 621 170.0 lea 170.0 621 170.0 1465 170.0 621 170.0 17x5 170.0 621 149.1 via tro.o elf w J to 481n 170.0 708 170.0 524 17U BSD 170.0 684 170.0 992 170.0 630 170.0 1119 170.0 681 170.0 1 1275 170.0 677 170.0 1417 170.0 680 152.2 1622 170.0 880 130.5 1622 170.0 680 114.2 1522 170.0 680 W 5 � 60.8261. 170.0 747 170.0 583 170.0 886 1 170.0 081 170.0 t0a 1 170.0 1 884 170.0 1195 170.0 773 170.0 1745 170.0 747 164.2 1449 170.0 758 1369 1413 170.0 758 117.3 1146 170.0 758 102.8 1443 170.0 758 (U o 541n 170.0 787 Me 012 170.01 958 1 170.0 691 1740 1119 170.0 754 17MO1275 170.0 BW 160.4 1353 170.0 837 744.3 11A 1ro.0 858 120] 1363 170,0 861 108.1 1963 170.0 851 80.2 1333 170.0 881 m m W -{{ 7 BON 170.0 686 170.0 701 170.0 1 1083 I 170.0 787 187.0 1219 170.0 678 148.1 121a 170.0 944 129.9 1210 159.8 080 116.8 1218 ISM 974 97.4 1218 148.1 913 1 63.5 1218 146.1 913 73.1 1218 116.1 .813 Z Win 170.0 Me 170.0 745 170.0 1110 170.0 950 150.2 1160 168.8 033 131A 1150 153.0 014 1168 1150 1419 BBB 105/ 1150 154.2 886 87.6 1150 1287 871 75.1 1150 1782 570 65.7 1150 1282 670 tj 2 W Q z 2 m {�,j 08in 170.0 074 170.0 708 ISL41 lus 1659 881 130.0 1048 1489 884 114.3 1048 119.1 060 101.6 1048 1214 839 01.4 1048 1146 830 752 1046 10£4 821 B5.3 1048 1082 818 57.1 108 1002 816 vi Z J� bU e72h 140.6 680 1479 784 117A 800 128.0 746 100.0 860 110.0 734 88.0 BMW 700.0 722 762 083 820 112 70.4 880 852. 708 58.7 880 792 083 502 No. T65 889 440 08D 76A MB w J 'a0 :)a U kz 761n 119.7 790 125.1 890 69.8 790 108.4 976 85.5 790 08.3 563 74.8 790 83.9 852 GU 79D 78.8 943 '568 790 71.7 835 48.9 790 08.1 624 42.0 790 62.1 818 37.4 790 619 017 7 Q :4 781n 110.8 750 118.5 557 023 750 98.1 6" 761 760 859 M2 692 750 77.1 621 01.6 750 70.6 612 55.4 760 eM7 605 482 760 59.4 UN 39.8 750 582 SW 346 760 653 688 Z Z Q Q d9NOWgTMI985 74.1 508 80.1 569 829 491 67.6 608 519 483 45.1 887 409 475 40.150 u.4 468 36,1 563 40.9 462 30.0 5113 302 452 25.8 5S3 33.3 445 226 908 31.0 442 ~ Q m Z LU N CD498 61,1 443 49,5 493 51.5 435 424 495 M.0 427 37.1 485 39.9 421 MD 495 38.1 416 29.7 05 332 400 243 495 79.1 400 21.2 495 28.6 3% 160 495 20.0 JBO a N O go1'381 42.6 353 34.0 381 36.0 348 29.8 301 31.1 342 28.1 391 27.6 337 232 381 24.9 197 20.0 391 228 J2B iTA 391 19.7 321 H,9 381 17.6 316 'oW r9370 382 319 320 370 330 330 279 aro zea 725 24.0 370 25.3 327 21.4 370 22a 318 192 aro 20.9 312 18.0 370 16.1 305 ® 0317 30.9 289 26.3 317 28.0 284 21.7 917 223 2eB 18.0 317 19,9 275 169 317 17.0 273 a U CDO0 Z m0 s;o TABLE 158 ANCHOR CAPACITY ADJUSTMENT FORMULA: Anchor Capacity Table b9 ANCHOR CAP.®, SUb4lrafx 2.7KC=Me 3A Co . Hw-CmU F84dCMU PTwdod Metdi, (DR.)X( "�')=ANCHORG4P.,m PRODUCT REVISED MULLION CAP„on... A.h. 3118"EW Ulttaoon ti4•Eioo U- `5""rlan .16`0.ft. 1N'EI10 UOmom 1/4 9S ECo SI18'Elco IW SS EIOO 910 tied! 912 6tod Ott Stud a9 complying with the Florida AnehorCDp PaMe Ulbmm AlaaG+•mt. IBeeoon Aa9reGelo7 BSRW(G5)S-(G5) r,-(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR BUUding Godo Edea D:MNn (W 1' 2-14 1' 2-17 11/0• t• 2-i2' 1• 2-1r! 7 3-Inr 7 0.48• 0.54' 4924• CAPACITY REQUIRED'CORRESPONDING TO AN NOA-No. 17-0630.01 EmindnW ft I-M. talo' to/4- 1314• 7 1-114 1.714 1-1N• 1-1M' 1-1/4' 1.114 7 I-SM lore• ardee � ACTUAL PRESSURE REQUIREMENT FOR! 2MaMm @ s Nin o.a 7(2)215 Aneb Cope I p19.tT 3ao es sae� 430 and a90 es n65lee 270160 260 tee 3541. 740 un 374 ua 720 Bn we ee 341 om 442 ted Seo and OPENING,WHEN IT IS LOWER THAN THE MULLION Expiration Date 05/26/2021 4 Arehde Q 39'UK O.C./(2)215 Anab Cip I(Ft.2): 780 ba 7110 U. Iso ma 1 1670 o,a 2020 sa S4o®a see Ms wA 1120 m9 746 Dxi 9B01w 1692 U see ma ess 11n MON. CAPACITY(FROM THE TABLE)OF THE SELECTED BY 6 ArlNdre®2.71'Min O.C./X215 Angle Cipal 080.3T 1120lbs 11201. BSB lea 2240 Iw 7254 Oro WA 640 @c FIA 1059100 NIA 13201. wA 1072 me 1327 me 7680 and MULLION.R WILL YIELD A MINIMUM ANCHOR Miam1-4d e Product Contra[ CAPACITY WHICH MAY BE USED TO QUALIFY -- ADDITIONAL ANCHOR OPTIONS FROM THE • FIGURE 1: ANCHOR CAPACITY TABLE TABLE NOTES 1)SFE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE t 171 1 t t 1 I I r r 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EIACT DIMENSIONS,SEE SHEETS 21-23. .126" v o e e HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23 30, `� 't`.•' 110EN,SF•./�!_ FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ' 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.250' ^*;' No.58705 FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-00.WOOD SHALL BE PRESSURE-TREATED e • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T6AND BEA MINIMUM OF.125• y THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 30•BAY O SATE �� LEAST.126'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MOON p �/ • THE MATERIAL.#10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18-0 S.S.062410 SS. i��s •.,<ORiDt;. =c ANGLE CLIP(FIGURES 1.3)MUST BE USED IN PAIRS. j01VAL 1�NG\\ A.L1fI�I�1�AtiLLER,P.E. FL P.E.#58705 TABLE 164 In Mullion Ca o t9bTo bsNtt � ' Opaning Width(forvedcalitsparying m1lTforo)or Oponing H•I96t(for hall2wdaQy-fipartrirg nuEon9) u. 50 b S in 70 in 80 In 90 In 10091 1201n 140 In too in .. O Reetangda I TrWTdang. r1e01ar+g14e Traprrdmm. ReatmOn Tfopnftm. RacGrgda TmArldang. Rwt2nWw ToPRdalg• Redsll•d-r TrWTdalg. Raeangdm TmyTdng. Roefar t Tmpmwn9. Recmn7iim I Tlap/fderg. 335"46 1oe4319. IaeMg Imdn9 Lowing La-ft Laedng L.9adn9 Lo0dn9 L nftg Loading uadng Lmdng L-ft Loadng Loadn9 taadn9 L0edn9 Lmdng DEQ AL r a _ r _ r _ '£ r 2e r r r _ £_ r z r a r _ LL .�.-. �.. .'gni 3.. V.- m.. a a.. LO BAY MULL U Uo V 6o U6. U tl Ue s U U to C4 8i 2 LU 42 In 110.0 em +70.0 435 170,0 744 17x0 478 170.0 Bea 170.0 We 170.0 092 170.0 519 170.0 life 1700 521 170.0 1240 1740 521 170.0 1488 170.0 521 170.0 1735 170.0 521 1609 1571 170.0 521 � J 117 4081 170.0 763 170.0 624 170.9 850 170.0 584 1170.01 992 7700 63D 170.0 1133 170.0 Set 17400 1275 170.0 677 /70.0 14171 i7ae 690 163.7 1637 170.0 639 140.3 1637 170.0 650 1122.8 1037 170.0 6110 �a so.esm 170.9 747 1709 563 170.0 898 179.0 031 170.0 1018 170.0 ee4 170.0 1+05 170.0 7Zi 170.0 1345 1740 747 170.0 1494 neo 756 147.1 1562 770.0 758 128.1 1552. +70.0 758 110.4 1652 770.0 768 m C 54 in 170.0 797 170.0 612. 170.0 056 170.0 591 170.0 1116 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 837 155 5 2 1455 1700 658 [.1,3 1458 •170.0 631 1109 1155 170.0 861 87.0 1455 170.0 061 ; W 601n 170.0 885 170.0 701 170.D 1063 170.0 787 170.0 1240 170.0 870 157.1 1308 170.0 944 139.7 1309 170.0 998 175.7 13D9 1035 894 130 157.1 902 63.8 1309 157.1 OR 78.8 13M 167.1 902 � I-- 83 --' U � 831n 170.0 50 170.0 745 170.0 1116 170.0 550 1029 1247 170.0 9M 142.5 1247 164.5 983 126.7 1247 1528 Me 114.0 1247 144.3 852 1247 US; 636 51A 1247 135.7 935 719 1247 1357 635 Z ❑ EL 88 In 170.0 874 170.0 769 170.0 1169 170.0 M3 1464 1180 IMT 985 129.8 1100 147.8 945 71SA 1160 130.5 928 103.9 1190 12M4 914 1190 119.5 098 742 1190 INA 683 64.9 1190 118,1 am ui � J 7ZM 1618 1079 1040.5 077 134.7 iM0 141.8 658 '1154 1010 1272 BIT 101.0 1010 114.7 AM 89.5 1010 IDSA 817 80.8' 1M0 869 807 1010 90.6 795 57.7 1010 87.5 700 50.5 1010 B7.7 76.9 w10 '� ❑ ❑o Z 76 In 137.4 800 4638 7402 1149 Me 1220 TTS 5.1 908 107.1 761 a5.9 BBB 982 749 763 900 892 736 88.7 Me 623 729 Me 74.7 716 'CIA 908 712 710 429 Me 70.6 706 j Q � � r 78 M 127.1 081 132.6 754 7059 881 1129 730 909 081 W.B 725 79.4 001 555 713 70.0 51 614 703 63.0 681 75.4 094 807 63.1 681 4SA 061 B4.S 075 39.7 881 63.7 672 W In R.7 618 841 574 68.8 840 721 564 e8.1 616 628 651 61.1 610 561 545 48.0 618 509 537 414 846 47.0 530 34.5 646 41.5 518 29.5 840 382 511 25.8 60 38.5 507 4 m Z N F W s m co Sin 682 SW 20.1 508 58.11 See 501 499 48.7 Sea 514 01 42.6 560 15.0 483 37.9 569 114 478 34.1 SW Al 470 79.4 588 33A 459 249 65 30.5 452 21.3 US 207 417 0. rn 'O 134 108h 479 449 40.9 405 39.0 440 412 363 312 449 35.7 393. 29.8 449 31.7 387 268 449 2aA 3R Z3.9 449 26.1 37r 20.0 449 22.7 363 17.1 449 29.4 381 15.0 449 18.8 356 0 11181 44.1 415 48.0 3115 36.8 425 37.0 378 315 425 326 373 27.6 425 28.1 307 24.5 425 282 3R 211 426 21,0 358 164 425 20.7 350 15.6 425 168 913 `1 `n ® iL Ld ❑ N fn 120117 M.B 381 35.9 331 28.1' 351 28.6 728 249 70.1 25.0 321 21.8 364 22B 317 104 364 203 313 17.3 304 167 309 U Q O 0 144 M 202 2S 2U 233 16.6 253 17.1 230 z e !n TABLE 16B- ANCHOR CAPACITY ADJUSTMENT FORMULA: Anchor Capacity Table Ibe rANCHOR CAP.,,",",,, _ 8ubwa16 z7BOmemto 3.5k Cam Hul-cmu FadcMu PTv9am Mew (D_)X`,ANCHONCAP.,,o,,,,� ANCHOR CAP..` PRODUCT REVISED 51iB'Elco 114 S.9 Elea 5178•Elco 1/4.85 Elco 910 Sinai 0125.1 912 Sfetl a9 complying with the Florida Anchor C9p Patterns Aahol7Ypg Y18'Ebo Ultmam 114-Ek.135a0M 3116-FJ--UMacon 1/d'Elca 91580011 ' ulsaon AMm3ata In- Ammadbr Sc (35)8c 05) screw(GS) USETHIS FORMULA TO OBTAIN THE° C as complying Godo Edge asmnoe fhk t• z-1rr 7• 2.117 3-1140• 1° z-v2. +' 2.1rC r 3-trfi• T 0.4a• 0s 0.324• CAPACITI'REQUIRED'CORRESPONDINGTOAN NOA-No. 11-0630.01 EmbednOM(ink 13/4• 14014' 1314' 14014' T. 1-v6. 1-v6.• 1.1140• t-v6.• t-ud• 1-114• 2 13R' Tare- wdes ACTUAL PRESSURE REQUIREMENT FOR THE 2Andwe®5.Aum O.O.l(2)be Angle cups(IRp.1k 3811 em 380 ba 4050IDs 890017 110ow 2701St 280Ins 3M- 7409140- 3741bs 7201540 MJbs 341 M8 44217s 560 MO OPENING.WHEN IT IS LOWER THAN THE MULLION Expiration Date 0512612021 1 _ 4 Allcso1 0 33'Wn O.G/M 4015 Algk CLps/(F79.2j 760 in 780 as 79D 1m 1570 Me 25"� 840 o. 5600s WA 11201b, 74815s 6BO Ibe 1,92150 632 9+s BBS Lbs 1120 uw CAPACITY(FROM THE TABLE)OF THE SELECTED B j 6 AnrAom®2.71'Min O.Q 1 R)2.15 An91e(71ps/ 0.3k 11201be 11201b9 BSB Ma 1246 M9 2264 0e WA 640 0e WA 10591Ds WA 1720 os WA 1.022 Ma 1321 Iba 100160 Ml1LLION.R W ILL YIELD A MINIMUM ANCHOR Y CAPACITY WHICH MAY BE USED TO QUALIFY .Mlamr-Da act ontro _. ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITYTABLE. FIGURE 1: TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SFE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE FIGURE 2: 3)MULLION AND-MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23. ��40vt NY LYNry rr'% HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. .125'QMULLION7 `�� `�� ••M/ '�� FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. � C� 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED .k.: No.58705 FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALLBE PRESSURE-TREATED • • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.56.ALUMINUM SHALL BE6063T8ANDBEA MINIMUM OF.125' =-O THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE)STRUCTURAL STEEL TO BEAT �� •.•4jj LEAST.I2S THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND %O ATE F .Cv'•. =. kr� • • THEMATERIAL.#108#12 ANCHORS INTO WOOD MAYBESTEEL,1"S.S.OR4105.5. iCCs''•F<ORIDP.••'G,��� ANGLE CUP(FIGURES 1-3)MUST BE USED IN PAIRS. as O Ad v,P.E. FL P.E.#58705 H1.000^-1 F--1250°--i 1.000• f-- -•� 1.000• I-- � C --� 1.000' r--• 1.000° r'-• I .. .125• I I .1125' I gY .125• �[117 2.750° , t 2.750 .12fi3.125° .125° 3.188'2000' 2.0013° 125° 2.1,6°266'I r' .126°126' L 5' .375. •�° .500° t r Cw Q 2 -T TT .900° 1 u�i J fA 1'X 2'X.125'MULLION 1'X 2'X.375'MULUON 1•X 275'X.376•MULUON 1'X 2.75'X.650'MULLION. 1'X 3.125"X.51 MULLION 1.2WX3.186°X26SMULU0N 1.26'X2.11'X.125"MULUON _ 806376 ALUM. 608376 ALUM. 6063T6 ALUM 6063T6 ALUM. BW3-76 ALUM. 6063-T6ALUM. 6063-T6 ALUM. Q XSECTION XSECTION XSECTION XSECTION XSECTION X-SECTION XSECTION WO m U.111) C:) W O � �{r--.12, �-j(•x.126' (n U' TABLE A z Z UU i a: I I 2XS ANGLE CLIP o U F e116 T6 ALUMP 6083T6 ALUM. Dlmens7on Value(In) For Mullion: w ? p O 2.000' I XSECTION 2.125• 2U-CUP .000' XSECTION - A 1.625 J O-dF Z ! I e0B&TB ALUM. t 125• B 2 1•au 5• Z F- U QUA 2zX•SECTION C 0.885 Tube Mullion Z..Z C .125' D 0.740 a U Q oo n ZO -+I.740°F- B 2.404 1'X2°X.375' N Y `L Aluminum ® � In N 5.500° CUT HERE TO .375• C 0.63.5 Tube Mullion s.B60•--�� _ .375° 3.1251 CREATE FLLIP,SEE MIN. �- .37W MIN. I+ D 0.490 O Q Z O O MIN. r-DETAIL F,SHEEr4 IL 0 .338°MM. A 1.875 1°X 275•°X o r--------1 r------=� --------------.------- B 3.000 U s � I I I I Iti� A t u-CLIP � i---------I .375 Aluminu L_ _____J L------- 8063-TO ALUM. yl� .._ ___________________+ 2X5 ANGLE CLIP C 0.757 7OPVIEW 6063-T6ALUM lube Mullion PRODUCT REVISED TOPMEW D 1.118 as cam tying with the Florida ¢ L- STANDARD CLIP CENTER OFANCHOR HOLE MUST LIE WITHIN THE A 1.312 tlDA-Ne`odo 1'X2.75°X NDA-No. 17-0630.01 6063T6 ALUM. DASHED BOUNDARY.SEE SHEETS 5-18 FOR THE Z.ETN.1'ER OF ANCHOR HOLE MUST UE TOPVIEW CENTER OF ANCHOR ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR _ B 3'� '�• Expiration Data 05126)2021 THE DASHED BOUNDARY.SEE HOLE MUST LIE HOLE•DIAMETER:ANCHOR DIAMETER*1W. C 0.476 AIUmInUrn SHEETS 5-17 FOR THE ANCHOR O.C. WITHIN THE DASHED D 0836 Tuba Mullion By DISTANCE.MAXIMUM ANCHOR HOLE BOUNDARY.SEE Miami Product Control DIAMETER:ANCHOR DIAMETER-IN6•. SHEETS SI7 FOR THE A 2000. ANCHOR O.C. TABLE B 1'X3.125"X DISTANCE MAXIMUM PGT Part B 2837 ,500'Alum ANCHOR HOLE Mull Dime nslon(sheetM C 0.663 5•`•�' •375 DIAMETER:ANCHOR Mullion Std.Clip OH6et Clip U-Clip Angle Clip TubaMull .375• �1 MIN. DIAMETER 4 We', D 1.137 MIN. 1"X 2"X.125'(5) 66605 666113M fi681118M 666243M 666511 M A 2.626 _-----� 1"X2"X.375'(6) 666006 665114M 6561119M .666244M BM12M B 3.282 1.25°X3.188' r---- -------r----- C 0.862 X.285'Alum 1"X2.75°X.375"(7) 66607 666115M 6661120M NU46M 6WS13M 1 Tube Mull 1°X2.75'X.650"(8) 68606 SW116M 6661121M 6SM46M 666514M D 1.762 ```111 --- --- D I B 1"X3.125"X.600"(9) 66637M 6661116M 6661114M 666242M 666515M 1116'X2.11° �� -- , aoN...,,..^!M, I I I LA 1.813 .121°Alum ` a��: 1,10ENSF••.l��:� I i 1.25'X3.188'X.26s'(12) 66641M 6661117M 8681113M 666241M 666516M lube Mull Q-;' •. No.58705 -------J -----J 1.28°X2.11"X.125"(18) 69370 WA WA. WA 668517M _Tr *= OFFSET CUP NOTES: _ •' .125 C 6063Ts ALUM �r ••. ;' i I TOPVIEW 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GNE4 ON THIS SHEET. i�(t�s'•.A... P..•'G\��� ! .740' ... 2)SEE SHEETS 55",12 8 18 FOR SUGGESTED,APPROXIMATE HOLELOCATIONS 6 ANCHOR O.C.DISTANCE. i 3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. A �5 E A FLP. 8705 j I •. 1.000" 1.000" r--• 1.O6Y-{� .083"D2.,6 • rt .062 .125 --((--.125 re 06 43 I 1 4.000" -125'STANDARDCUP $x' 4.0 DO' 4.000" 5' 2.000" 808376 ALUM. I 2.125" 2.000"L.X5T .125, X-SECTION U-CUP 8083-T6 ALUM. I .126' C4 .126° .125 .125" r %SECTION L (!O� 6A .03 J Z •125 CENTER OF ANCHOR HOLE MUST LIE WITHIN THE N 375' '155 ' DASHED BOUNDARY.SEESHEETS10-20FORTHE rq ANCHOR O.C.DISTANCE MAXIMUM ANCHOR = 2 HOLE DIAMETER ANCHOR DIAMETER+1116'. LU y p o E- 1"X4'X.126' 1'X4"X.375 1'X4X.375' 6,500• m Z MULLION MULLION 'T-MUWON CDr HERE TO _ 5.000' 376' e083T8 ALUM. 6063-TS ALUM. 6063-T6 ALUM. 3.125 •375" X-SECTION %SECTION %SECTION .375' "�_CREATEFdIP,SEE MIN. 07 z Z MIN. I DETAIL F,SHEET 4 ❑ W _ -ym 1250• .375 Z 20 feorao• 1.694° -_____ I CENTER OF r--------- -----------1 .375 L 1.594' vaemm I 1 I I ANCHOR HOLE i '1 MIN, j ❑ 0 I I _ I I I I MUST UE WITHIN I O_ `cf Z I I I 1 I THE DASHED I I I I I BOUNDARY.SEE - 1 I I I F SHEETS 10-17 I I Z ❑ a N W 2.875' I _-_.�. I _-_ I 4 FORTHE F -_-_-_-_- F Z.Z ANCHOR O.C. I I to ¢ CD 40 '100' 3.94° 1 I I I I no F I DISTANCE I I Z MAXIMUM Y Y 3.250' .100° 3.250' I I I I I I ANCHOR HOLE j j l J � CO .100' LL _____J I L_______J ANCHOR L_____________________J O .100' •624" DNMETER S 1116'. DQ.. to 824' rY STANDARD CLIP U-CLIP 2X 0-NTa CM. g �'O s,O .820" .820• 608378 M. lY ma' 1250' 6063-T6 ALUM. 6083-T6 ALUM. TOPVIEW � � 1260, CENTEROF ANCHOR HOLE MUST LIE TOPVIEW TOPVIEW 't •�0° 1' WffHINTHEOASHEDBOUNCl4RY.SEE PRODUCT REVISED 126'X 3.25'X.100' 125X 325'X.624' 1.25'X 3.94'X,624' SHEETS 10.17 FOR THE ANCHOR D.C. TABLE TABLE C,CONT. aseomplying with the Florida MULLION MULLION MULLION DISTANCE.MAXIMUM ANCHOR HOLE Olmendon Value(in)Far Mulllon: Dlmenelon V21U8(in) For Muillon: Building Code 6005-T6 ALUM. 8005•T6ALUM. 000676 ALUM. DIAMETER DIAMETERS I/1w. HOA-Mo. 17-0630.01 %SECTION X-SECTION F 3.687 1" C4"X F' 1.838 125 X3,25" I XSECTION G 1.000 ,125' G 0.600 X.624' Expiration Date 05/16/2021 1489' - H 2-680 Muadrmm H 1.438 Aluminum O 2661• 1 877� 126' MIN. 5.500° +{ 375' I 3.000 Tube Mu01on I 3.250 Tube MWlion w N�Baml ade ue Control • I F 3.187 1"X4'X F 2825 1.25'X3.94" N Q37P- "'0' 1 O 0.757 .375 G 1.125 X.624' uIL] H 2.430 Alumlrium H 1.500 Aluminum I I I I 1 3.000 lube 8"T' 1 3.260 Tube M1 l00n I I i i F 2.250 1.26'X3.25' F 2013 30'.31-95- .125* a Mull \ .125' I i I I ' j G '0.760 X.100' F 2.875 145-Bay Mull .125 45• 2260° I I I I 1 1 H 1,500 Aluminum i1Ii I 3.260 Tube Mulbn b 50'45°BAY MU WON I 3250' I TABLED30'SAY MULLI '8083-TB ALUM. III �_ _____- Mull Dhnenelon � PGTPert98063-TB ALU %•SECTION -----J I (ahaet r5' Mullion Std.Clip OBeet Cllp U-0lip MOI°CIIP ����11 1,lCEN$F••,�( �' X-SECTION I G OFFSET CLIP 1-X4'X.126'(10) ®384 668111M fi861122M 6WZ41M B6661SM z '.� I r + .126' 6083-TB ALUM. - 1'X4'X.375'(11) 68610 666112M OW1123M 066242M 666619M NO.$8705 1. �8.�F^•981,--� 228"J •981°moi _ TOPVEW 1•X4'X.375-P(11) SB863 668112M 6681123M 668242M S68516M a - - NOTES: .740' 1,25'X3,25'X.100'(13) 20160120312 6661127M 6661124M GW2410M 6665115M r � 6 1 •�� 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 126'X125'X.OW(14) 2016120315 OW1128M 8661125M M2411M 6665116M N :��'•. TE O '•(V�` 1.25X194'X.e24'(15) -20162 SWU17M 6681126M 66O241M 666517M %C��'-•ZORIOP.•'•G 2)SEE SHEETS 10,11,13-15,19 8 20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. 30 Degme 09) X849 WA NIA NIA A 6MI10M '�f`S%AL E�x`11 3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. .. 45 Deg m°720 88850 WA WA WA 6865111M 171117 I I E%RP.E. IR A.LYNN FL P.E.#58705 TABLE E e ^ Mull DimenslonPGT Part# g (sheet 0) Mulllon Std.Clip U-Cllp Angle Clip I ;-'j f'-'•125' —.125• --1[•125. _ 2•X4°X.25"(16)' 86602 666261M 888271M 6685112M Ir 2"X6'X.25•(17)I 68804 666262M 666272M 6665113M � STANDARD CLIP I U-CLIP I 2XSANGLECUP 606376 ALUM. 6063T6 ALUM. ` 6063T6 ALUM. 2•�� XSECTION 2.125' I XSECNON -Q,OOp• XSECTION NOTES: I I cV 1 HOLES TO BE DRILLED IN THE FIELD FOLLOWING '125' .125 .125 04 DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 7- � W 2)SEE SHEETS 16-17 FOR SUGGESTED,APPROXIMATE I I.•-1 4gp•--I r co HOLE LOCATIONS. 1.490•—{ J 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 5.500' g 9 U) CUEHERETO 5.000• 375 W 00 0 3.500•-----------��{� CREATE F-CLIP, m 2000' .376, - r-SEEDETAIL F. MIN. .375' _ MIN. ZO � MIN. Q --i----------- Z m '2 D O� O _j CLo cZ 4.000' I Q r r 3.438' re + 3.438° i—_---_--I o`i .250" rM MULLION I i 3438• I I Z b� .0 `m 6083-T6 ALUM. I I I I .375° a U) Q O a0 X.SECTION I i I I I — Z m d 1 I I L I MIN. N Y Y L- STANDARD CLQ 2X5 ANGLE CUP U ¢ Q Q U•CUP,6063-TS ALUM. Q Z CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM SED FOR 2'X4'MUWON.SHEET 16 CENTER OFANCHOR HOLE MUST LIE 8063.78 ALUM. y D. 90 .250' —WITHIN THE DASHED BOUNDARY.SEE TOPMEW WITHINTHEDASHEDBOUNDARY.SEE TOPMEW TOPMEW a Q'ma' SHEETS 16-17 FOR THE ANCHOR O.C. SHEETS/B-17 FOR THE ANCHOR O.C. U DISTANCE.MAXIMUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST UE 7ER.' CE.MAXIMUM ANCHOR HOLE DIAMETER ANCHOR DIAMETER 1116'. WITHIN THE DASHED BOUNDARY.SEE ANCHOR DIAMETER t 1116'. PRODUCT REVISED SHEETS 16-17 FOR THE ANCHOR O.C., EjIIIIIIIII 1IIIiIIIII - / withStf2he6/F2ia0r2id 5.500' DISTANCE MAXIMUM ANCHOR HOLE os CUTHERETODIAMETER ANCHOR DIAMETER+1l1fi•. m 17-0630.01 3.500— CRETEF-CUP, 5.0N0Aaio. 378SDEA6F375 _375 MW. Ga MIN. lExpiration SHEET4N375BY___1 Miam' eProductControl__ 6.000• 4.888' i—_____—_ .250 5.38r A EE 1 1111111M 5,438 I 6.436• i GO LYg11y '�•,� I I I I '�• •'1cF-T1s M�! YXB•X.?5' I I .I I I 1 �•'• L F •;lam MULLION j j j j '•. 6083-T6 ALUM. I i I 375• No.587(15 . XSECTION [//�Ij = I I L------- I MIN. 'tl " --------- _______-_____J ` . STANDARD CLIPL U•CUP 2X5 ANGLE CUP �i�s' '•F�ORIDI;.••'G\?� 250" OW376 ALUM. 6063-TB ALUM. 6063.78 ALUM. '��SZONAL EN��� TOP VIEW USED FOR 2•X e•MULLIONUSED FOR X MULLION.SHEET TOPMEW TOPMEW A.LY fJIILL R,P.E., FL P.E.#58705 I EXAMPLE 1:SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES.THE WINDOW FRAME DEPTH IS 2-114'.THE OPENING REQUIRES A DESIGN PRESSURE OF-60.0150.0 PSF. NO ANCHORS IN HEAD 1)INITIALLY ASSUMING THAT A 1"WIDE MULLION 13 SUITABLE,THE MULLION LENGTH IS 72'AND THE OPENING WIDTH IS 32'+32+1'=6S.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 OF2-114-AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+60,0F60.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE SEE 6EP FROM TABLE 3A,SHEET 7,THE 1-X 2.75•X.375°MULLION(LENGTH=72',OPENING WIDTH=707 MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+/58.3 PSF AND WOULD o , PRODUCTS SHEETS NOT BE SUITABLE FOR THIS APPLICATION. cx t APPROVAL 23 - FROM TABLE 4A,SHEET 8,THE 1"X2.75"X.650"MULLION(LENGTH=72',OPENING WIDTH-707 HAS A DESIGN PRESSURE OF+1-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE In 72� OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. N MULLION LENGRI 2)USE TABLE 4B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE.BOTH THE STANDARD CLIP WITH(4)#12 ANCHORS AND THE 2X5 UN�U 4 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 W 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL w U) St1gT5 APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE J U 23 INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. D L LLI 0— 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 638 LBS.ALTERNATIVELY, NO ANCHORS I3WINO�CW SILL THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: 03W32• 37836 LBS�� � (60 PSF)X )=524.9LBS (MAY BE USED TO QUALIFY#10 STEEL SCREWS FROM TABLE 4B)III--- OPENING 72.7 PSF Z m iP �U THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES CONCRETE HEADER AND SILL THE WINDOW FRAME DEPTH IS 2318'.THE OPENING REQUIRES A 7 s0 DESIGN PRESSURE OF-50.0155.0 PSF. J o c�� Z Q FOR THE VERTICAL MULLION: ' Q N 01 1)INITIALLY ASSUMING THAT A 1"WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 32-+72•+1'-105'AND THE OPENING WIDTH IS 3fi'+36•x1•=73'.REFERENCING SHEET 25, a z THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FORA MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 23/8"AND WILL N W O to 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. w a �Y�Y SEE DETAILS, FROM TABLE 3A,SHEET 7,THE 1'X 2.75•X.376-MULLION(LENGTH=.108•,OPENING WIDTH=807 MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+1-16.1 PSF 0_ ^2 U U MULL WIDTH—��' SHEETS 2a AND WOULD,NOT BE SUITABLE FOR THIS APPLICATION. Q FROM TABLE 12A,SHEET 16,THE 2'X 4'X.250'MULLION(LENGTH=108',OPENING WIDTH=807 HAS A DESIGN PRESSURE OF+1-64.7 PSF WHICH EXCEEDS THE REQUIREMENTS a. ,eZ O U FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS: _ SEE SEE .$@ E ga FENESTRATION DETAILS, BECAUSE IT IS NOW KNOWN THAT THE MULUON WILLADD 2"TO THE WIDTH OF THE MULLED UNIT,THE ADJUSTED OPENING WIDTH IS 38•+36'+2=74'•NOT 73-AS PREVIOUSLY 8 r$ �� PRODUCTS SHEETS��� ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING.ALTERNATIVELY,THE WINDOW WIDTH5 MAYBE REDUCED TO MAINTAIN PRODUCT REVISED APPROVALr 24 �- , THE 73•DIMENSION(35-10+35-112'+2'=737. as co tying with the Florida 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 Building Code vER Ica- CONCRETE HEADER AND SILL ARE 8'WIDE IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8',CARE MUST BE TO MAINTAIN THE FASTENER'S EDGE DISTANCE. NQA No. 17.0630.01 MUWON L - - USING THE STANDARD CLIP WITH(6)3116•ULTRACON ANCHORS ATAN EDGE DISTANCE OF 2-12•GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER,AND Expiratlon Date 05!26/2021 LENGTH SEE S� THEREFORE SUITABLE.FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. 8 DETAILS. DETAIL E. BY OPENING SHEETS 2< SHEET3 FOR THE HORIZONTAL MULLIONS: w Mlami-ji da Product Contro _ HEIGHT _ BECAUSE THE VERTICAL MULL WILL BE A2'X 4'X 250•MULLION,IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS.ALTERNATIVELY,ANOTHER w FOR HO IZON,n, MULLION TYPE COULD BE CHOSEN. rn 1)THE MULLION LENGTH IS 35'AND THE OPENING HEIGHT IS 32'+72'+2'=106'.REFERENCING SHEET 25,THE COLUMN USING TRAPEZOIDAL/TRIANGULAR LOADING MAY BE USED.FROM TABLE 12A,SHEET 1B,THE 2"X4'X.250-MULLION(@j LENGTH=42-,OPENING HEIGHT=1207 HAS A DESIGN PRESSURE OF+1-170.0 PSF WHICH EXCEEDS THE � l REQUIREMENTS FOR THE OPENING AND MAYBE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. 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- Z SHEETS WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE B",CARE MUST BETAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE.USING THE 2X5 ANGLE CUPS WITH 2.1 (4)3116'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1•GIVES AN ANCHOR CAPACITY OF 540 LEIS WHICH 13 GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED w 11 11 I+L I ANCHOR CAPACITY OF 521 LBS. L�-�` -NING OR �� 3S•,MOWZ�f4)FOR THE U-CUP IN THEHORIZONTAL MULLIONTO VERTICAL MULLION,USE THE SAME AICHOR CAPACfTY OF 521 LHS.TABLE 12B FOR THE ULLIP SHOWS TFiE ANCHOR `Pad ' L.10ENMULL IFINGITI--IIICAPACITY IS 1074 LBS WHEN USWG 3 ANCHORS,WHICH 13 GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPAg7Y REQUIREMENT OF 521 LBS.THE z OPWIDTH FOR VERTICAL MULL ANCHOR TYPE IS A#12 STEEL SCREW, a �.: NO.58705 FROM THE ABOVE STEPS.OUR MULUON DESIGN PRESSURE IS: - +/-64.7 PSF FROM THE VERTICAL MULLION; +1-170.0 PSF FROM THE 36"HORIZONTAL MULLION ATTACHING TO CMU: r O•. ATE f� 41v +/-170.0 PSF FROM THE 36•HORIZONTAL MULLION ATTACHINGTO THE VERTICAL MULLION(INTERSECTION) ® T'• �(/� THE LOWEST DESIGN PRESSURE IS 4M4.7 PSF AND WOU).DAPPLYTOALL OFTHE MULLIONS. ii,�sS�:c<ORID?`.•••G\=� i VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE.OF MULLIONS OR FENESTRATION �'//j/O,VAL ,%N 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.L{'Fldlll4AlL�R,P.E. ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. U FL P.E.#56705 EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDAViRLANGULAR LOADING: i PW o PW r17W4 . I N SHIDH SHIDH E;H SMH I PW PW Z LO??U I vN 2 4 4 4 i , NLU° DD i W o LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION j / / 3 j m CO SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS I / ,'--I✓� / HINGED F• Z • Y V DOOR z ] e �• C= SGD — Z z U LOADING OF VERTICAL MULLION w �.W Z PW LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION -1 n PW Z ~ Q rn rn F- Q Z g N PW PW PW ® wn N SHIDH 0 SHIDH SHIDH SH1DH p SHIDH O s g PRODUCT REVISED as com Iying with the Florida • LOADING OF VERTICAL MUWON LOADING OF HORIZONTAL MULLION I / / BuBding Code SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION j 0630.01 the . Pw PW HR Expiration Date 05/26/2021' I LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL BY I MULLION lo a Product Contro I -" P HINGED PW PW i NOTES: ' DOOR I 1)DRAWINGS ARE 1 RERESENTATIONS OF TYPICAL PW CONFIGURATIONS. PW CONFIGURATIONS NOT SHOWN MAY BE EXTRAPOLATED FROM O i �- THOSE SHOWN" j 2)IF THE LOADING TYPE CANNOT ��``pNy LYNN PW RECTANBE GULAR INED,USELAR LOADING. ���,�••-lCENSB 4��C��i FW PIN I 3)SEE PRODUCTS'APPROVAL FOR `*;" NO.58705 ACTUALANCHOR LOCATIONS. LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION ��SG 2PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WRH INTERSECTING HORIZONTAL MUWONS �O A /7 ¢� �1 LOADING OF VERTICAL LOADING OF HORIZONALA'( TAL AAA N�L� ` J MULLION MULLION NII+IR'II �AP.E. FL P.E.#58705 FOR GLASS TYPES: TABLE 17: I.-RO17UC'lRBY7SBID a Desl9n Pressure(ps0 6r Single Windows,All Anchor Groupe 6)7/8"LAM].IG:(3/16"AN-1/4"AIR-3/16"AN-.090"SG-3116"AN) '.m with ft pinrtda 8)718"LAMI.IG:(3/16"T-1/4"AIR-3/16"AN-.090"SG-3/16"AN) ,•spar oexa17-���4 M Window Width <piretlon Date under23' 2515118' 27714' 030' 331/2 3S 37• 'SG' SEN7RYGLAdBY KURARAY AMERICA,INC. ' under23' +90/-130 +901-130 +901-130 +80I-130 +90/.130 +801.130 +9D1-130 •tY h4imn edc"P.rs+894;:4QCiP!6 2515118' +90/430 4801-130 +90/-130 +80/-130 +80/-130 +90%130 +901-130 38318• +90/•130 +801-130 +901-130 SW-1 30 +BW-130 +801-130 +901-130 Eo 48' +901-130 +901-130 +90/-130 +80/-130 +gW-13D +9W-130 +SW-130 568/8' +80/-130 +801-130 +90%130 +901-130 +801-13D +901-130 +901-130 V 60' +90%130 *BW-130 +90/-130 +801-130 +BW-1311 +90%130 +901-130 WINDOW HEIGHT 83• +901.130 +801-130 +901-130 +801-130 30 -801.130 1801.130 J 72• +901-130 +901-130 +80%130 *801-130 t8p/-130 +901-124.6 +9D/-115.7 f r W 76' +9D/-130 +801-130 +90/-130 +901-130 +801-126.2 +901-116.7 +gp/-108.6 WINDOW J W _. 84• +90%130 +B01-130 +90/-130 +901-130 +90/-118.4 WIDTH Q a i U SEE SHEETS 1 8 4 FOR F' rT WINDOW ANCHOR Q (D 'a Q LOCATIONS AND QUANTITIES. W _Z o . ~ INQBJ r TABLE 18: J r Deelpn Pressure(ps0lor Windows Attached to a Vadlcal Frame Aeaembly TubeLL m Window Widtha W co under 27 26-1511W 274'4' 30' 33.112' 3S 37' Q Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchof Group A B I C D A B C6D A B C8D A B C D A BC D A B C&D A B C D t� W under 231 +701-00 +701-90 +701-90 +701-0 +7010 +70%90 +70/-00 +701-90 +701-00 +701-BD +701-00 +701.90 +7W-90 +701-80 +75'1-90 +701-00 +701-90 -701-90 +70%90 +70/-90 +70/-00 +70/-90 +70140 +70/-90r+70/-90 N = Q N Z 2515/18• +70/-00 +70/.90 +70/-0 +70/-90 +701-0 +701-90 +701-0 +701-0 +701.00 +7a-D +701-0 +701-90 +70/.50 +701.90 +701-0 +701.90 +701-90 +701-90 +701.90 +701.80 +7(V-9D +7(U-00 +701-0 +701-90 $C3 S CD (n Z_ 38-318• +701.80 +701-78.4 -701-0 +70/-90 +701-0 -701-90 +701-00 +701-90 +701-00 +70/-90 +701-0 +701-90 +701-0 +701.90 +701-90 -7w-00 +701-90 +701-0 +701-90 +701-0 +701-0 +701.90 +701-0 +701-90 W 48• +701-76.2 +/-01.1 +701-73.1 +701.90 +70/-4.4 +701-0 +701-00 +701-78.9 -701-0 +701-0 +701-73 +701.90 +70/-0 +701-0 +7111-78.5 +701-0 +701-M +70/-90 +701-75.1 +701.90 +701.90 .701-029 +70/-90 +701.80 Y Y 50818' +701-723 +/57.8 +/-9.3 +70/.90 +70/-00.1 +70/-00 +701-00 +701-74.8 +701-00 +701.90 -1-09.2 +701-08.7 +701.80 +7W-0 +701-74.4 +701-90 +701-0 +701-90 +7d-71.2 +701-0 +701.90 +701-78.8+701-9.8 +70/-0 a W �+/-81 +/.36.9 +/68.5 +701.90 +/-87.5 +701-08.6 +70/410 t/-03.1 +701-01' +701.90 -/-68.4 +701-74.9+701-9.6 +701.90 +/•62.8 +70/-03.5+701-00.3 +701-90 +/-i0.1 +701-00.2 +701-90 +/-06.3 +701-75.9 +701-90Z 83' +1-9'8.1 +1-08.5 +/-55.7 +701-BB.7 +1$4.3 +701.82.5 +701-0 +/$11.1 +701-77.1 +701-0 t1-85.8 +70%71.3+70%85.3 +70140 +/-59.8 +701-76.6+70/.76.5 +70/-0 +/•57.2 +701.76.4 +701-80 +/•63.1 +701-72.3+7(II.86.5 a,(f� (n o(' W a Q g O O 0/(n 0) �U FRAME �W ipIr NW 10'MAX -�-I Vim- ASSEMBLY V h TUBE TABLE 19: ^ N Design Pmaeum(psfl for Windows Anochmd m a 1oL Frame AsesmBY lube WINDOW o N o r d m HEIGHT �n$Ra B Whdow Wldth WINDOW FRAME o I eta under 23'2516116' 27714' 30' 33-111 35' 3r HEIGHT ASSEMBLY Z m rj Anchor Anchor Anchor Anchor ' I TUBE WINDOW I- ADDITIONAL cWi a And-Group Anchor Group AnchcrGmup J,Ji_ f Group Grasp Gwp Group WIDTH ANCHOR �.rZ<o '+• o All All All All A 0 CBD A 8 CAD A B CBD 10'MAX (4I,IF REQ' radar Zr +7W-90 +701-0 .701-00 1701-0 +701-00 +70.77.0 +701-00 +701-00 *701-03.8 +701-0 +7W� +TW-76.2 1701-BO SEE SHEETS 1 8 4 FOR WINDOW ANCHOR o Z w 2515115' +70170 +70170 -70170 +70150 -701-90 +701-9D +7W70 +701-00 +70170 +70170 +70177.8 +70/70 +701-80 ADDITIONAL LOCATIONS AND QUANTITIES.SEE SHEET 38315' +701-BO +701-00 NW-90 -701-90 +70140 +7017D +701-0 +70170 +70170 +70170 -701 +70/-0 +701-0 ANCHOR IF REQ 3 FOR ANY ADDITIONAL ANCHORS \111111111/1] {6' +70F90 +70140 -70170 +70180 +701.01 +701.90 -701-00 +701-0 0101-0 -701&0 +70F90 +701-0 +70170 REQUIRED FOR THE FRAME ASSEMBLY ``��0 •--,• SO-VT +701-90 +701-90 +70180- +701W- +701-80 +701-0 +701-90 +701-0 +70170 +701-00 +701-90 +701-90 +701-0 TUBE. \� 't I WINDOW 60' +70170 +701-0 +7014D +701.80 +701-90 +701-00 -701-0 +70170 +701-0 -70170 +70100 +701-90 +751-0 �1 h� •'. WIDTH Q-,•' 83' -70140 +70/40 +701-0 +70180 +701-0 +70-0 +70170 +70180 +70170 +70180 +70140 +701-0 +701-0 SEE SHEETS 1 6 4 FOR WINDOW ANCHOR _.A.: N0.68705 7Y +701.01 +70140 +70180 +70180 +701.90 +701-0 -701-0 +701-0 +70180 +70180 +701-80 +701-90 +70140 7W -701.90 +701-90 1701-0 +701-90 +701-0 +701-90 -701-0 +70/-00 +701-90 +70180 +7040 +70140 +70F90 LOCATIONS AND QUANTITIES.SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS --D (i( �•I q IM' +70/80 +70180 +70/80 +70I-90 +70180 +701-0 +70180 REQUIRED FOR THE FRAME ASSEMBLY TUBE. i•O��•s'•. •.."tTTTAAAOTREIOP. ' N•;•��`� "71, 1VAL 1E� NOTES: 1)SEE SHEET4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. A.LYNN MILLER.P.E. 2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. REA7 58706 TABLE 6A Mullion Capacity Table pbfiltt=) Opening Width(for tvr8raty-6p2Mng m111ons)orOpening Melilla(tor hudzOrdely-3perrirg nullom) sob 60 In 701. min 80 in 100 it 120 In 1401n 160 In s O Rm1m01.i T.WTd®p. Rad-Ode Trap/rdan9 F clmngd.r TrgMm9. Rcn=04a TI-www9 Rec gl« T4epli6ar9- Reemnplar TreN111m0. RrcMn01W Tn.WTdmB• Rmur lw 7-0111an9- R.WQA. Thpllllmp. 7714=.125 laadn8 lnadn0 Lmd.9 tnedn0 I.aadrp Lnadng Loan Loft L>radn9 Loedrg Lmdrm IoadnO IeeQn9 2aadn9 La0dn9' faa&�9 'LmdnA Lmdn9 eZ` O Alum.Tube y ,. L n S P Z f L & p y y- �` tS .-. moi .. `8-. �.. b h -f -e.. -fLD Ion 42m 170.0 820 170.0, 436 1170.01 744 170.0 473 170.0 M 170.0 506 J70.01 911 1170.0 519 170.0 1116 170.0 821 170.4 1240 1740 621 17MO 1458 170.0 521 145.8 1488 Ina 521 127.6 1469 170.0 521 W N 4a In 170.0 706 170,0 620. 1170.0 8.50 1740 6" 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 12M 1740 fin 168.3 IM3 1740 680 1303 1333 170.0 W0 111.7 1303 170.0 We 97.7 1303 170.0 680 50.825 h 170.0 70. 170.0 683 170.0 Na 1700 Gil 170.0 1018 170.0 684 170.0 JIBS 170.0 773 156,1 1235 170.0 747 1445 1735 170.0 798 117.1 1235 170.0 756 iWA 1235 170,0 756 57.8 1295 170.0 765 , W O ~ 64 h 1700 797 170.0 612 170.0 948 170.0 691 170.0 1118 170.0 754 154A 1158 170.0 533 1372 1168 170.0 837 123.5 1155 170.0 858 1029 1158 170.0 881 882 1158 170.0 681 T72 1158 170.0 581 m m to So In 170.0 364 170.0 701 160.7 1042 170.0 79'7 1429 1042 161.1 832 125.1 1012 1497 015 1112 1042 1365 801 100.0 1012 _7702 791 33.4 f0� 125.1 782 713 1012 125-1 1� 826 1317 131 782 � 83 h 1700 1130 170,0 748 1512 992 tele ale 129A 992 144.4 789 113.4 992 131.0 782 100.8 992 121.4 765 90.7 892 114A 756 75A 892 708,4 745 84.8 1192 1090 744 '597 991 1090 744 _ () j 1G BB h INA 847 110,0 799 131A 847 148.0 7ae 1191 847 130.3 783 103.4 047 117.7 752 81.9 947 108.7 738 aZ7 9Q 1022 727 09,9 947 86.1 713 59.1 947 94.0 711 51.7 047 940 711 � Z � 72 In W.9 349 1427 777 1132 60 121.6 772 97.0 849 1399 AB 840 649 98.4 898 7S5 849 80.7 We 67.9 349. 827 675 598 848' 75.3 619 48.5 849 72A 652 42,6 849 724 651 W � d�. � �Q 761n 110.5 782 120.7r341 86.3 762 1028 611 @.5 762 90.0 640[61. T5Z 80.9 679 64.2 762 742 620 67.a 7132 692 613 491 782 628 602 41.3 782 fi49 697 391 762 WA 593 ¢ J 47 uZ a f 7eh 108.9 124 111A89.0 724 94,6 821 76.3 724 820 609 724 74A 599 59.4 72A 610 591 634 724 634 583 44.5 724 67.3 573 382 724 54.3 567 33.4 724 63.6 565 ~ J z_ O90 in 69.6 543 71.8 640 643 60.7 474 IB.T 613 529 466 613 47.1 466 38.6 643 42.6 462 K.e 543 39.5 418 29.0 643 K9 176 24.8 647 321 430 21.7 513 30.7 426 Z ai In 67.3 475 680 47.8 470 46.7 419 409 478 432- 412 476 38.5 406 31-5 478 KA 400 247 478 320 385 239 476 28.1 US 20.5 473 25.6 380 17.9 478 242 378af03h 40.3 317 41.1 33.5 377 34.6 314 295 317 340 330 3n 20.8 78 224 317 24.0 321 761 Sn 220 317 10.6 917 18.0 710 NA 777 17.1 30437.1 361 37.6323 30.8 157 31.6 319 26.6 357 ZT, 313 357 x/.4 309 20,8 357 720 305 195 357 20.1 301 15.4 357 17.4 2%29.3 308 29,8 279 243 306 27.1 Z74 21.0 308 21.7 270 306 122 x87 193 30[1 17.3 213 - O (~.7 X ¢ p Q 144117 17.p 212 172 1116HI d i Z (n TABLE 6B ANCHOR CAPACITY ADJUSTMENT FORMULA: Anchor capactne Table es ANCHOR CAP.,,,,,., subcvata 270.camraa 3.51 Conc. - times au 6tmd CMU PT 1Abad alerd (DP,m)X( )=ANCHOR CAP.,m 5118'Bco 134.83 Eta 6110'f3ca 11/4.89 B1co 1110 emu 012 8- 012 Bm.1 MULLION CAP„e,._. PRODUCT REVISED Anchor C9p PaCeme Aii3ior 7It5 Elm Utrxon tk'Eta ulvacm 3'16'EIc9 U8mcm 14'Eto IAbacm ( os eomPl 179 with tho Florida UlOa.an Apprerietor utracon A99re0otu 6are.r(GS)eclo.r IOs) scr.rr GS) USE THIS FORMULA TO OBTAIN THE'ANCHOR yn Ed�gstenoe C.Y. I. ally 1• 2-1m 3-116• t• 2.1? I. 2-11! r 3.118" r 0.48• 0.54• a,a24• CAPACITY REQUIRED•CORRESPONDING TO AN 6ulldltg Coda Embednenl Gni the 1.14• }N4' 1-314• r 1414• 14146 1-114• 1-19• 14le 1-1/0 r fare' 10.16• uar�ea ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. '17-0630.01 2Mchue047Y Min.0-G l ebwdard«o16et C7p(F79.'m 390017 3901M 4500. SWU 1644W 270 2801W 354®17 740 Ws 3741117 6641bs. 896161 3411ns 4421be 660 CA OPENING,WHEN IT IS LOWER THAN THE MULLIONp2xplyddon Date 05/26/2021 4Amhu.®2.25 mh O.C./Stamfo d(«Otmell COP n.3k 700 b9 w 1M Sep oe tura Im 952 D. WA 5W W. WA 630 3A WA 880 lb. WA 692 be ON Ib. 1120 n0. CAPACITY(FROM 714E TABLE7.OF THE SELECTEE) 6 Amhue®1.15'Mtn.O.C.16mmLw Earomet)CUP O'b.49 980 It. 1403 M. WA WA Wa WA 7W Ib. WA WA WA WA WA 1363 Me 1770@4 2 &. MULLION.R WILL YIELD A MINIMUM ANCHOR BY /Amrore®a•Nan.o.6/R)2<5 An9b Cy./ffb SY 7e3 m leo Ibe 680 b. 15M bs 1695 bs lap bs 5601b. WA 70.3 me 7481 A eep Ibe ta9x bs 6021bs eas 106 1120 bs CAPACITY WHICH MAY BE USED TO QUALIFY Miam-0 6 Product Control S Anchas @ 3•M.O.0/(4295A.M.Cps I(Fa.4 117016. 1110 b. 1020 roc 2K0 bs 2644 b4 eta b9 84a 1b. N!A 1K0 48 11221be I N0 b. 2838 b. 1072 a. 1317108 1680 ms ADDITIONAL ANCHOR OPTIONS FROM THE 4Amhus0 OASMII,O.C.11H9P,Into MV Akan.".7P WA WA WA WA WA WA WA NIA WA WA WA WA WA WA 1/30317' ANCHOR CAPACITY TABLE ' 2Anchm 0 225•Min.O.C!F-QIP ft.Sk 360 lbs 350 bs 290 M. 705 1b, 4702. NIA 280 ba WA 315Im NIA 440 1b, WA 341 Ibs 1 44210. M IDS , 4Anchu.®1.15 Mh,O.C!F 11P Fab 480Im 700 3. WA WA WA WA 380161 WA WA NIA WA WA 892 bs 0.6515. 1120 be NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. 1.000' TABLE NOTES: FIGURE 1: .FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET25 FOR INFORMATION ON LOADING.SEE • • • • • • • • • • • • SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. LYNN 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. • • • �• • • • • • • 4.000' •.�l 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS 21-2&HOLES • TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23,FIGURES SHOW No.68705 FIGURE 5: FIGURE 6: FIGURE 7: SUGGESTED,APPROXIMATE HOLE LOCATIONS. _ -1 • • • • 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 .726' iO�'•., ATE SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125'THICK STEEL i(@ '•,!c<ORIDA,. \�� STUDS TO BEA MINIMUM GRADE 33 AND.04E THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK �- i S NG��� ANGLE CUP(FIGURES 5&8)MUST BE USED IN PAIRS, AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL#10& 1'X 4"X 125. A. ANI MIL E 1.`` #12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. MULLION A. FLP. .#5870 P.E. FL P.E.#58705 TABLE 7A a is Mullion CoCW Table(lbs/ft) n Opening Wham pr mitcefl"pamthig rnLdo Ls)orOpeWng HalgM(for horizalta y4parning mldBons) � Q 601n 601n 701. so In 801n 1 la 170In 110 In 160 N p 1x47..376 Rectertpda7 TrgYfdan0. RaetmtOdor ThpUlan9. RaemnWlar T-INT11-9 Ree08p14m T.Pfrrwg. Redancular T.PITd11g. R54mnp:dar 7hWTAa10. Reomnguls TFWTI g. Radanpular TlaplMan9. Rectarovla T-pad La1dlg Laeda9 leading laodin9 Laadng Leadng lcadn9 Ialdnp leadn0 Loading loedirp ba®M19 LaeQnB IeaArp LoaMO LnoOlrg Lw®ng LoMnO P•Z' c� Alum Tubb = lei a,,.f. ee_ tB$ P r _ 0.448 pa6_ _r _ a r_ P 2g§_ a Fag Aga n_ yDx yt@_ r %r§_ p r 3Ay_ _r $_ € �a $ _ i r_ 4654 0.g Mull o tl � �• d O� � � J o Sg cT� �• 1ST F)� O=' B d �� if O N 41 �x - 42i, 0 r " W Gin 170.0 620 170.0 435 170.0 711 170.0 88 476 170.0 8 170.0 608 170.0 992 170.0 018 170.0 1116 170.0 521 170A 1240 1700 521 170.0 1188 170,0 521 170.0 1736 170.0 521 170.0 1903 170.0 521 0 = 48117 170.0 706 1700 624 1700 660 1711.0 5154 1700 99'1 170.0 830 170.0 1133 170.0 set 1700 1275 170.0 677 170.0 1417 170.0 BW 1700 1700 170.0 680 170.0 /970 170.0 eW 151.8 2024 1700 680 C co SM625In 170.0 747 1700 683 1700 899 170.0 631 770.0 1046 170M 694 170.0 1195 170.0 713 70.0 1315 170.0 747 1700 1454 170.0 766 70.0 1793 170.0 750 156.0 1918 170.0 758 138.5 1919 170.0 756 = � F 5470 70.0 797 170.0 -612 170.0959 70.0 691 70.0 Iiia 70.0 754 70.0 1275 170.0 003 70.0 1434 170.0 837 170.0 1594 liO.0 856 159.9799 170.0 661 137.1 1798 170.0 081 120.0 1789 170.0 881 a m m <n 601. 70.0 8155 170.0 701 170.0 1063 170.0 707 70.0 1240 70.0 979 70.0 147 70.0 844 70.0 1584 170.0 996 155.5 1619 170.0 1033 129.! late 176.0 1063 111.0 1619 170.0 1063 972 1619 70.0 10M Ham„ t0 0 win 70.0 960 170.0 745 170.0 1118 70.0 850 170.0 1302 170.0 M 170.0 1486 170.0 1015 106.7 1542 170.0 1076 141.0 1642 170.0 722 17.5 t542 168.6 1150 100.7 1512 167.9 116r M.1 1542 167.0 1157 z f Se In 170.0 674 170.0 709 170.0 1189 170.0 963 170.0 1364 170.0 1002 160.6 1472 t7D.0 10M 1428 1472 168.8 1148 128.5 1472 150.8 1130 107.1 1472 147.8 1108 01.8 1472 146.0 1104 80.3 1472 146.0 1104 N z 721n 170.0 1061 170.0 .876 170.0 1275 170.0 1009. 150.6 1328 -1662 11M 1320 1320 149.8 10M 117.3 1370 137.8 1068 105.8 1]20 128.8 1018 80.0 1920 f1T.0 1021 75,4 1320 1128J42 68.0 1]20 1125 1012 nl Z J 701n 170.0 1122 170.0 M7 148.6 1184 159.4 1013 123.2 1184 139.8 981 1122 1184 123.7 878 98.7 1184 115.3 964 69.8 1184 107.5 052 74.8 1184 91.6 935 611 11" 63.1 60.1 1184 82.3 B25 N (0./J > m 78117 1601 1124 170.0 547 139.4 7124 747.0 861 118.6 1124 1280 847 1036 1124 115E 631 BZ3 1124 108.0 15/5 87.0 1124 86.5 808 693 7124 89.0 880 59.3 1124 84.3 51.8 1124 832 878 J r min 105.1 841 111.6 750 90.1 1144 94.3 738 71.2 844 821 724 67.5 844 73.3 712 60.1 814 66.5 702 64.0 OU B1A 693 45.0 W4 54.2 678 38.6 844 50.0 39.6 844 47.7 662 Z Z � Q � Z 96 In 89.1 742 9191 683 742 712 772 862 83,6 742 872 541 65.7 742 590 wt 49.8 742 04.1 822 44.5 74 49.8 611 37.1 742 43.8 800 31.8 742 39.8 27.8 742 37.6 861 Oa 1- yg aO.Q 1015 Yr 62.9 588 Gig 570 52.1 668 6315 621 4/.T 6150. /0.6 613 30.1 608 11.4 805 KE 588 37.3 488 31.3 S® 342 192 201 888 78.6 481 71.3 588 288 18.6 608 24.7 488 VJ M a+ 1111n 67.6 655 58.8 503 460 1155 49.6 495 412 655 '129 487 38.0 6SS 35.0 490 320 155 342 473 28.5 666 31.9 487 TAA 555 27.1 457 20.8 555 24.3 "a 18.0 555 22.4 442 N � X Y Y 120117 16.8 475 480 133 380 476 38.0 428 328 RS 33,7 121 2a.b 175 28.8 414 25.3 476 28.8 408 228 475 246 !04 18.0 479 21.1 394 16.9 45 1fl7 367 74.3 475 17.2 SBt U X i4l In 26A MO 25.7 JOS 220 330 724 301 ILO 330 18.3 297 16.5 330 17.0 263 (D Q r Z 0) TABLE 7B ANCHOR CAPACITY ADJUSTMENT FORMULA- O €0= Anchor Capacky Table las) ANCHOR CAP.,,•,,,,,, O su6e.tc 2.7x Cometo 3.sx tam. Na ow CMU Fill d CMIJ PT wood Mmm (00,11)X( )=ANCHOR CAP.- 2.7k 114.65E110 1116'Elaa 14.19 910s1ee1 91261661 1112s1ed (V Li PRODUCT REVISED Anchor CYp Pallemc AmswrType 3/1B'Elco Ulhmon 114•FJoo UlUeaan 3115900 Ultraaon 114'Eko Wtrecon Ln 3116, a9preGatar uBrazon A09meaur scn39(05)Screar(Cory screw(05) USE THIS FORMULA TO OBTAIN THE"ANCHOR os eomplying with tho Florida Edps 07070700.Mk r 2-t?' 11 2-I¢ 5716• 1• 2-v! t• 2-1/7 7 341!8' 2' 8.16• 8.54• o.sM• CAPACITY REQUIRED'CORRESPONDING TO AN Budding Code EnhMmem 0.), hY4 13'4• W74- 1:! 7 1-114' 1-1!• I-174• 1-14• 1.144 A v I-W 10.3w 1.11. ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 17-0630.01 2Anotce®4.7544m.0.C./standW 0.r 011136t CEP(Fig.Mr 390 ea 39010. 0 lee 16"ba 270 b, 280170 354 ma 7401. 374170 864165 946th, 341 bs 442Ibs 560 t, OPENING,WHEN IT IS LOWER THAN THE MULLION Ezpintinn Date 05/26/2021 4 A=hma 43275 Mot D.C.lin Med(0707080 COP(Edi.4 700 ft -1110 ba 580 bs 1410 as 952 lbs WA 590115 WA 830 ba WA 690170 WA sae Bu so 1ba 728 cs CAPACITY(FROM THE TABLE)OF THE SELECTED SAmhoo4II1.15'M6t O.C.I swndffd(oroma0 alp QFV.49 960 lbs 14001. WA WA WA WA 76D t. WA WA WA WA WA 130 tb0 tiroW 2240 bs MULLION.IT WILL YIELD A MINIMUM ANCHOR BY a 0707010.®r 6917.D.c 1111 zrsapla c9w!{FI9.sk 790 ba 780 I. 68011. 15501. 18880. $40 M 560 b, WA 76a lb. 748 an ego t1. 18921. 6923. 8851. H2O ba CAPACITY WHICH MAY BE USED TO QUALIFY Nllam a Product control 6 Arlohom 03'A08 D.C.I M 205 Anpla CDP.I(M.6r 11701bs 11701. 10201. 234016, 2944044 810W B40 to WA 1140161 1122 bs 13207. 2638ba I=IW 1327 bs tSao U. ADDITIONAL ANCHOR OPTIONS FROM THE 4 Ah-CGAV MOL O.C.I U401p,bto.126'Alum.(Fig.7Y WA WA WA WA WA WA WA WA WA WA WA WA WA NIA I 143011 ANCHOR CAPACITY TABLE. 2 Anchom Q 225 Un.O.CI F431p(Fp.0Y 350 b :501. 790 D. 7051. 478 m WA 283 IM WA 3152. WA 44018, WA 541 bs 4421ha 660 070 4 Arohm,0 1.15 Mh.O.G/F127D(720.eY 480 be T001Da WA WA WA WA 380101 WA WA WA Nal WA 692 an 893105 1701. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. 1.062" I••- --j 1.000• �-- TABLE NOTES: FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 9: FIGURE 9: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.r7p I • • • %es II7 • • • 2 LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. ��� NV LYNN 3 MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 7JCEN,gF ( i • • • • • • • ) 4.000' 4.000" SHEETS 21-23,HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS NO.58705 SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. - FIGURE 6: FIGURE 6: FIGURE 7: 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND • • • • GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C30.WOOD SHALL BE I T • • • �' PR 3-75 AND BEA MI YELLOW SOUTHERN PINE WITH UD SG OF 0A ALUMINUM SHALL BE :0,�'. SATE F G•��� 606375 AND BEA MINIMUM OF.125•THICK.9TEFJ.STUDS TO BEA MINIMUM GRADE 33 AND.046" 375• 375• i�s '•��RIDT;..•'•��� THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.I25*THICK AND A36.ALL ANCHORS /7 S'/ ANGLE CUP(FIGURES 588)MUST BE USED IN PAIRS. INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL#10 1•X 4•X.375' 1•X 4'X.375' A. e ONAL E 13 . ANCHORS INTO WOOD MAY BE STEEL;18.8 S.S.OR 410 S.S. 'T•-MULLION MULLION A LYNN EN 6870 P.E. - FL P.E.#58705 , 1 TABLE BA o " Mullion Capacity Table IbsNtt Opening Width(forvailla ly-sparring rtllilorm)or Opening Height(for hod2oraally-3penning mul0olm) so In 6041 701n 601n 90h 100 in 120 In I40In 100 In W_ R44tapitlar TlaprTdag. Rm1-ad.., 1Feprriiang. Redmpuler Tlap/Men9. Rmeon9der Tt<P/111me. Reetm@lm ThVTdm. R-1- To 47 p/7tl>alg ReeWg9er 11�lftleng RetWieda 7lapral.n9. Redmlular TmyTdmg S m �26`Y Laadn9 Iladrp Iwdn9 l®dnB l4mdrq Lladng Lowing 1n0dn8 Londnp Laadna Lwdng Lo00ny Lwcfrg L-OT Load.0 La.dng .ba L-dry .. 3.188'a .265^Alum IV v.. €,. ',. €� ,. Tube MuO B a e� a� a �, t;� a� a�, �, a a �� s U a � � d a s a ^ a s aq a� 9.9 6�? a 6 @• 6 h 6 ggqu 6@' a 6@a' a 6 Fd 42117 170.0 820 170.0 435 170.0 744 170.0 476 1-0.0 aha 170.0 568 170.0 992 170.0 s10 170.0 1116 170.0 621 170,0 1240 170.0 521 170.0 UN 170.0 521 170.0 1735 170.0 521 151.6 1768 170.0 521 N J 43 In 170.0 700 170.0 0214 1709 850 170.0 584 17x0 992 170.0 630 170.0 1133 170.0 661 170.0 1276 1700 677 170.0 1417 +70.0 680 104.8 15/6 170.0 600 7327 1946 170.0 660 118,1 1548 170.0 680 J rn 50.8251. 170.0 747 170.0 Set 170.0 89S 170.0 631 1750 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 1750 747 167.0 1466 170-0 758 139.2 1468 170.0 756 119.3 1468 170.0 766 104A 1468 170.0 758 F' 541n 170.0 797 1709 612 170.0 SW 170.o 691 1750 1116 170.0 764 170.0 1275 170.0 668 +83.1 1378 170.0 837 1458 1376 170.0 656 1223 1378 170.0 861 104.8 1378 170.0 681 91.7 1378 170,0 001 a CO rn O en win 1709 885 1709 MI 170.0 1063 170.0 7% 156.9 1158 1750 an 139.0, 1135 157.4 930 123.0 1156 158.8 919 1111 1158 150.0 812 D2L7 115e 144.8 Bos 79A 1158 144.6 ms 69.5 ti5s 144.6 sm � F=' W 10 0 � WI. 170.0 930 170.0 743 100.1 1051 170.0 830 1372 1051 155.9 682 170.1 1551 142.0 90 108.7 1051 1323 837 W.1 1051 1257 3M 80.1 1511 118.5 R2 689 ISM 118.1 021 60.0 1051 119,1 621 () E Q 661. 167.1 067 170.0 789 139,3 967 151.6 005 119.4 957 134.0 790 104.4 957 121.6 777 02.8 957 112,8 767 83.6 967 108.6 7159 69.0 8% 100.0 750 S9.7 957 989 740 52.2 9% Site 74a ci ? 9 J ci m 6V 72 In 1287 604 1352 698 107.3 604 115.2 ON B19 604 101.3 671 60.4 004 81.4 6W 713 804 04.1 690 64.4 BP4 78.8 643 93.8 Set 723 833 48D ON 68.9 029 402 804. 618 626 Iwo =5 78117 168.4 722 116.0. 830 012 722 972 610 782 771 853 808 68.4 T2? 70.7 6% 604 771 70.3 500 64,7 712 103 1380 453 771 %643 772 58.7 565 34.2 722 682 664 y J 2 761. 101.2 005 105.8 600 94.4 685 699 588 723 6M 786 077 63.3 6M 70.5 566 862 005 04.5 550 $0.6 ea5 00.1 653 422 BM 681 614 687 31.8 865 60.7 636 m ¢ r r F- N 10117 MA 515 W.0 457 04.0 515 67.1 449 47.1 615 50.1 441 412 515 44.7 400 38.6 515 40.8 428 33,0 lits 37A 422 27.5 515 515 30.5 407 20.6 515 291 404 zXZ N 961. 64.3 453 558 404 45.3 453 47.1 7% 38.845300.0 001 339 453 36.4 300 302 453 33.0 379 27.2 453 30A 374 22.6 453 453 24.3 ]BO 17.0 453 229 366 00 X 38.1 358 310 323 31.0 356 325 318 27.2 356 284 313 23.8 398 292 308 212 358 22.7 304 19.1 350 20.8 300 15.9 358 n m aO o •111 h 35.1 338 358 306 29.3 335 30.1 301 25.1 335 26.1 297 229 338 232 293 19.8 336 20.0 289 17.8 338 19.1 210 X Y Y 120 h 9.8 290 21.3 984 232 280 239 260 199 270 20,6 250 174 268 182 753 11.4 290 Idf 249 e V N Q 144117 181 201 18.] 106 K Q<„� Z N N TABLE BB ANCHOR CAPACITY ADJUSTMENT FORMULA: 0 µ m0 AnehorC. tlty Table(be v - e�E2 sl0atlat6 enc 03rclde sm coley. ell-0,10 Flmd cmu PTwmd Mde1 (DP_)X/ANCHOR ANCHORCAP_ , 5/11850 L4•SSEkeW6'9co lb-SSEne mo Sten 01251ed *t2 Steel MUWONCAP.,„,,,,,, PRODUCT REVISED Anchor TYPt S18'Dcol0lracm 14�' Y1CDcowrxm vCEkSutraton � e � Q (� USE THIS FORMULA TO OBTAIN THE"ANCHOR as eom n with the Florida Ullracm r. UlImm A S- serer(G5) Serer pM RV 2-12 V 2-v3-Idr t- 2-V7 r 2-V7 7 3.10 r 0.46• 0.55 0.374- CAPACITY REQUIRED'CORRESPONDING TO AN BuildingCode all 19/4' 1-711• 19/4• Isrr 1.14" 1-U9. 1414• t-v4• 14/4- 1414• 7 tare" Isle• vafee ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 17-0630.01 2AnctI0m Q�47@L9n O.C./SIan=XOmd OlPF4 5900. 31029 450105 SaoIs NA4 ms 270917 210ts 3MMe 74011. 3746. 661 as aae 0. 341161 442 a9 568 m, OPENING,WHEN IT IS LOWER THAN THE MULLION Expiration Date 0526/2021 4Anchv 15'NIrt O-C I Sten�O(or CTsej up M 4 400106 70009 WA WA NA WA 310te WA WA NIA / WA NIA 692 me BW is t120 Cs CAPACITY(FROM THE TABLE)OF THE SELECTED 4mcrM SMI..O.C.161)1c6 Ahgle(21p3/(Rg 9) 760u. 710m •6101,5 1810 Its 16860. 640 e5 Mile WA 760110 745 Lee No 26 +892 is 002W SWIM Me It. MULLION.R WILL YIELD A MINIMUM ANCHOR V- 4 Archdi®0.49'MIrt O.C./U{2p,IIM.72EAWrt(fig 4) WA WA WA WA N/A WA WA WA WA NIA WA WA N/A WA id30 B9 CAPACITY WHICH MAY BE USED TO QUALIFY Mlam a roduc on of 1ArcIM/FCip PlItM 1859. 1951+ 225 On 445 B9. 62205 1350. too Its mhos 370115 1879. 332119 47369 17041 221 a. 268 In, ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anthem @ 1.15'MIL O.CI FCgp F4 STI 240104 350 9s WA WA NIA N/A 19008 NIA WA WA WA N/A 341 Ms 442-- 680103 ANCHOR CAPACITY TABLE NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: TABLE NOTES: F�1250'�I • • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. I `111111111111/ I 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE �� 9.O,,.••-..- �i FIGURE 3: .. �'�.•'��ICENSF /�4'�� ANGLE3) 3188" . MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE � Q'; ••.F� CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS *.' N0.58705 FBE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 265' _ IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND � GROUT-FILLED CONCRETE BLOCK UNIT(CMI!)SHALL CONFORM TO ASTM C-90.WOOD SHALL ��Q FI 4& FIGURE 4: FIGURE 6: FIGURE 6: .(� BE PRESSURE-TREATED YELL-OW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE _ �/� [/ 606376 AND BEA MINIMUM CF.125'THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND C��3•-F�oRIgP•'•C'N .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT L.EAST.125'THICK AND A36.ALL 1.26'X 3.188"X.265"MULLION �iA S� -- N �� ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL (1-1/4'VF MULLION) �7/, NAL t�1ol #10&912 ANCHORS INTO WOOD MAYBE STEEL,1"S.S.OR 410 S.S. A LYNN MILLER P.E. FL P.E.#58705 • 1 j TABLE 10A ® � Mu01on Capacliy Table Oboe) Opening Width(lorvesica*5pamung mWors)orOpaning Height(lorhodmlte5yspelmbQ mullions) oe so In 601n Tom sole Rom 1001. 120 In 140 in 1601. 0 ReoloBguLr Tfeprdanp. Rectangular Trnp77dan0 R4cangular Tnprrhng. Reeangul. M.PRdnng. Rneanqul.r Tr.W%ng. Raeingulm Trep/7dm9. Redatgular Tupfrdarg. Rldnnguhr T.p/TrWo. R..Wngd.r TWrrlen9. '$Y 1 28.624 6 Lu&g Lo dba Lmdbg lending L..dh9 Leafing L..ding LOad.0 Lead.g Lneding Laaeng. L.vIft Laeding Loadn9 loading Lmft Loading U ding Alum.Tuba Tlill S J2 F C e e S MuWon s $s a 3-A & Ite3 E e �� : i�� �� a s� a Ug o a�. @ieu9 u 33- u u3- u u u u v u' S$ uo v ua In g 43- 1 CO. � 812 �� 33- �a I� as a k -t 12 �� �a �� fa fa �a �a s� �a 2' �ka 1 �2 � z W 42 in 170.0 620 170.0 435 170.0 744 170.0 418 170.0 068 170.0 606 17.0.0 992 170.0 619 170.0 1116 1700 621 1709 1240 1700 621 170.0 1463 170.0 621 170.0 1736 170.0 521 170.0 1983 170.0 621 _ _ W J U 4111. 170.0 709 170.0 624 170.0 650 '170.0 691 1ro.0 992 170.0 630 17110 1133 170.0 661 170.0 1276 17x0 877 1709 un 170.0 860 170.0 1700 170.0 680 169.7 1979 1709 680 148.6 1979 170.0 880 �pOf 50.825 b 170.0 747 170.0 663 170.0 096 170.0 631 170.0 1090 170.0 684 170.0 1195 1709 723 170.0 1,341 178.0 747 170.0 1184 170.0 756 170.0 1793 1700 766 1526 1877 170.0 756 133.6 187 170.0 756 y W O 64 in 170.0 T8 170A 812 170.0 956 170.0 691 170.0 1116 170.0 764 170.0 1216 170.0 603 170.0 1434 170.0 037 170.0 1591 170.0 656 166A 1768 1700 861 134.1 1769 170.0 B61 117.3 1753 170.0 881 a LU 6l) 601. 170.0 BB6 170.0 701 170.0 1093 170.0 797 170.0 1240 170.0 870 170.0 1417 170.0 644 161.1 1611 170.0 996 145.0 1511 170.0 1073 120.8 1511 170.0 1063 107.6 1611 170.0 1D63 90.6 1511 170.0 1063 � I=-• f� � � 110.0 930 170.0 716 170.0 1116 170.0 060 1ro.D 1302 170.0 040 1606 1710 INA 1015 1391 1370 170.0 1076 125.3 1370 164.0 1082 164.4 1370 166.9 1072 69.8 1370 165.3 1070 78.7 1]70 165.7 180 � W y EL Win 170.0 974 1709 789 170.0 1169 3ro9 903 155.5 1248 170.0 1002 1301 1248 168.6 1013 121.1 1245 147.1 1000 100.0 1240 139.0 909 90.0 17410 130.4 978 77.8 1218 120.0 976 68.1 1248 129.0 876 in d 0 721n 167.8 1049 170.0 678 139.9 1D49 160.2 992 119.9 1049 1321 86 104..9 1049 119.1 BW 932 1049 1097 843 83.9 1049 1027 0]a 69.9 1049 943 825 59.9 1049 91.2 820 62A 1009 91.1 820 w � gU o Iii. 1427 811 149.1 877 118.9 941 12&8 805 1019 011 1112 791 89.2 941 100.0 777 79.3 941 91.7 766 71.4 941 65.6 761 69.6 841 77.6 740 51.0 961 74.0 737 64.6 941 73.3 ]36 1c) 72 in 132.0 894 137.8 783 110.0 894 110.9 7s7 94.3 894 1024 753 82.6 894 91.9 740 73.3 894 84.1 730 66.0 Bed 783 721 fi5.0 1191 70.7 78 47.1 894 67.0 rot 41.3 894 88.1 fi9B r 9 r .- 901. 05.9 671 88.7 596 71.6 671 74.9 686 61A 81 65.3 575 53.7 671 68.2 666 47.7 671 528 558 43.0 81 4169 651 35.8 671 43.1 639 30.7 671 39.7 531 26.9 81 31.9 616 i Q N 99 in 70.6 680 724 627 59.0 +4554ZI 518 509 690 53A 609 44.3 690 47.6 602 313 590 439 484 35.4 690 395 442 29.6 690 34.7 477 25.3 690 31b 469 22.1 690 29.8 664 o Q X CO W eZ 1081n 49.7 466 60.8 421 414 414 ]55 466 37.1 401 31.1 408 ]2396 24.9 488 27.1 361 20.7 468 23.6 302 17.8 466 213 375 15.6 466 19.6 770 o. fW) tO111 n46.6M1 463 400 303 3W 323 441 84,1 387 266 441 30.2 382 264 4411 272 376 22.9 411 74.9 371 19.1 441 21.5 363 18A 441 193 356 14.3 441 17.8 351 � 4j 1201. 383 378 789 add 303 339 26937026.8334 727 370 23.7 329 20.1 378 21.7 375 18.1 318 195 321 76.1 918 18.7 914 ® D-' X toN cn 1441. 21.0 262 211 742 17.6 239 f6A 261 15.7 238 ?m0 � TABLE10B Anehor CapeWb Tableabs) ANCHOR CAPACITY ADJUSTMENT FORMULA: 0 sulaw. 272 f701Y:ree 565 Coat. HeBoaW FIOed CMU PTWom Metal p (D .)X(ANCHOR CAP.m o,\_ANCHOR CAP Mw Sea Elm 14.55 Bca dna WE" yr ss Fico gloated rN2stfxl t7t2s1rl:l MULLION PRODUCT REVISED Arsnurypa 3'19 eco Uifam v4'EkoUmacon 3114 Deo wrxm 114•FYoUOracm Ag90o✓>� UBratm AggaGdar Sow(cd)3uav(� scan(Cifi) AIIChorCBp Patlam9 up"ten USE THIS FORMULA TO OBTAIN THE"ANCHOR Bu ld coat p with the Florida Edge Olstence Pn 1' 2-112' 1• 24T 3-190 1• 2-v20 1' 2.117 T 3-111' 2 0AW 0.54• 0.32,• CAPACITY REQUIRED'CORRESPONDING TO AN Bullding Coodda F1o1am1m1 n fad' 1.&A• 1414• 13-03- 2 1-164• 1-114• 1-114• 1-114• 1.114• 1474' T 1-913-• 1aa rales ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 17-0630.01 2Mct.n04.7a Min.C.C./33-1416141 of 05sN COp(R95�.IA .390 Ob 450 ling 890 tin 166441 270 Ds 280 ms 361 ms 71011. 841os 6640. 801111. 901 ms 4430. fS08. OPENING,WHEN IT IS LOWER THAN THE MULLION Expiration Doge 5/26/2021 4 Ar:nus®1.19 Min,0.G 151md=(or oMe0 cap(Rg. 7m mf WA WA WA NIA 380 Its WA WA NIA WA WA 6B2m5 065 01 1120 0. CAPACITY(FROM THE TABLE)OF THE SELECTED 4A1'BI..®3•Mm.OA I p)2a6AMM U101 Q19 7803. Goo IDS 1661 lbs 10%lbs 640 Ing 66D Its NIA� 760 ma 748 ms 810 g. '1892 m4 682ms abs lm 1120 m6 MULLION.IT WILL YIELD A MINIMUM ANCHOR By 3Arcl.n®094•Mh O.C./U�llp,In11o.78P Alum 04' WA IIW WA WA NIA WA NIA WA WA WA WA N!A WA 8505. CAPACITY WHICH MAY BE USED TO QUALIFY Mlam a r u t:.ntml 1Arcta/Fl2tp(Rg•6): 1950. P750& 445Ile SM lbs 1369& •ams 177IN 3701os 180. 392 m4 479 Oa 170mf 2218. 28006 ADDITIONAL ANCHOR OPTIONS FROM THE 2A0GIIDA®1.13-Nun QCJ F 9.ei. 240 011 350 sB WA WA N/A N/A 1gD ms WA WA WA WA WA 941 m3 4412 mT B60 m ANCHOR CAPACITY TABLE FIGURE 1: FIGURE2: TABLE NOTES: t211" 1 150° 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION • .• ON LOADING SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 111111 I 171777 FIGURE 35 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE ` AN' �10EN ANGLE SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 323.250' •' CLIP MUST SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. NO.68705 •�� ' 0• SEUSED IN PAIRS 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLEO CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-g0.WOOD SHALL (/L-• BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SO OF 0.55.ALUMINUM SHALL BE4° 4" •FIGURE 4: FIGURE 5: FIGURER: - %O STA O6083-T5 AND BEA MINIMUM OF.70D'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND ((� . 045°THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A36.ALL %4 ••AlORIDP.•••' ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 125 X 3.26'X.624• 1.25•X 326"X.62.0" 7j7 S/� �tJ ..... G��� #10 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. MULLION FOR MULUONFORFIELD MULLED UNITS FACTORY-MULLED UNITS ��i77 NAL t tll� A.LYNN�OiII�.LER,P.E. FL P.E.#58705 TABLE 11A ® � Mullion Capacity Table pbafle) , Opening Wldlh(tarwedim1ysper"ag mM30rs)arOpening Height(Dlrhoramtelyspanni g mdGore) - X+ 5511 605.0 700. 80n San 100 In 1201. 140. 16011 u 04 Reean0ldar T,epl-,& Reelangdx TnplydenP. Nemnguler TapTraag. Ru guly Tr,p/Td-.0. Ra wader 7.4911d,.g. Rada,fimor Tla4Jrdng. . napridaral. Ravangdar T„prrdmg- Recangdm Tr,PRrfa9. 125X394 L,edin0 L,adng Laadrg Leadg L aawo Lmdn11 10adrlg Leedng LO,deg L,ad.g L,.ding Leading LOadm L,adng Lmdlg Leadiq Laadln8 L4adl.9 c= AhmL Tubo g s'_ .Y $ a"� V,. '� Mugion o ee ��. s :@ § �gt:d3 E a� a �a `4t ea o g0. �� a ��, a ge � ��• € e� � a� � ��, e� � ?�, w. 8 oe v R10 z w 1211 170.0 620 170.0 435 17x0 746 1700 178 RDD %0 170.0 506 170.6 992 170.0 519 170.0 1116 170.D 521 170.0 1240 170.0 521 170.0 We 170.0 521 110.0 1735 170.0 521 170.0 IBM )TOD 621 w co 481n 170.0 TOB 170.0 624 170.0 850 170.0 684 170.0 992 170.0 610 170.0 1133 1TO.0 661 17o.o 1275 770.0 877 170.0 141 1700 550 170.0 1700 170.0 59P 170.0 1983 170.0 580 t70.D 2267 170.0 E80 K so SS k 170.0 747 170-0 SM 170-0 996 170.0 631 Vila 1046 170.0 694 1T0.0 11% 170.0 723 170.0 1315 170.0 747 170.0 1494 170.0 750 170.0 1793 170.0 756 170.0 2092 170.0 766 170,0 2391 170.0 755 H 54 in 170.0 797 170-0 612 170-0 956 170.0 691 170.0 1116 1710 764 170.0 1275 INA 603 170.0 1434 170.0 837 170.0 16% 170.0 866 170.0 1913 170.0 681 1700 2231 170.0 851 150.2 2403 V0.01 Sol O' m CD 7q 60 la 17a.a 983 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 878 INA 1417 770.0 044 170.0 1594 170.0 198 170.0 1771 170.0 1033 170.0 2125 170.0 1063 Me3 2183 170.0 1063 129.3 2163 170.0 11363 < F U) cf) LLJ 631. 170.0 930 170.0 746 170-0 1116 170.0 860•170.0 1702 170.0 916 170.0 1480 170.0 1016 170.0 1673 170.0 1076 1/0.0 1859 110-0 1122 155.9 2060 170.0 1169 1345 2060 170.0 1171 117.7 2060 770.0 1171 W Z T61n 170.0 974 170.0 755 170.0 1169 170.0 903 770.0 1394 170.0 1002 170.1 1660 170.0 1086 170.0 Ria 170.0 1165 170.0 1913 170-0 1210 143.0 1966 170.0 1776 12281%fi 1700 1288 107-2 1968 tt0.0 1286 2 Z $ m 2S j 7210 170.0 1063 170.0 559 170.0 7276 i711P 1009 R0.0 455 1700 1126 170.1 1700 170-0 1220 ISLt 1731 1700 1315 138.7 1734 169.8 7388 116.6 1734 765.9 1364 99.1 1731 1506 1352 86.7 1731 1602 1352 W J Y� 761. 170.0 1122 170.0 %T 170.0 1346 17a.8 1055 1603 1555 170.0 1209 147A ISM 1652 7285 1311 1556 1515 1266 1179 1556 7413 .1251 963 1659 179.3 1229 842 1556 1223 1219 73.7 1656 121.2 1216 �9z 78 in 176.0 1151 170.0 96'7 170.0 1301 170.0 1116 155.9 1477 169.9 1245 136A 1677 152.0 1224 1212 1477 139.1 i2aE 106.1 M77 1215• 1191 %.9 U77 116.9 1169 T79 1477 1108 1168 68.2 14W 1093 1164 7 T r- 90 in U2-01 1110 1 1465 S06 118A 1170 123.9 969 la1.6 1110 1079 961 385 1170 963 936 T19 1110 B7.6 922 71A 1110 80.7 910 552 1110 77.9 557 0.7 1170. 659. 878 441 1110 627 870 (7) Q N SG la 117.9 976 120.3 872 975 975 1015 858 83.5 875 883 962 A2 976 716 829 fi60 075 712 817 615 975 66.4 Aa7 68.8 975 67.4 768 11.8 975 623 776 36.6 975 403 767 Fa• x Z 1001. 872 771 84.0 556 815 R1 70.7 685 5957 771 fi13 614 511 TT7 64.3 655 46.7 R7 /113 655 41.1 771 40.9 617 34.3 771 38.9 631 29A 771 35.0 621 25.7 TTI 32A 612 a 0) O O 1111. 76.7 730 773 EA1 611 730 65.0 650 64.1 730 563 610 47.3 73l 49.9 fi31 621 730 45.0 627 37.8 T!0 41.1 614 71.5 790 355.6 600 27.0 770 319 559 23.7 730 29.5 681 H W 1201. 59.9 an 610 609 49.9 824 612 660 425 624 643 652 37.5 826 39.2 541 33.3 fi24 36.3- 637 30.0 Ell 322• m1 230 624 27.7 619 211 624 24.6 509 18.7 826 223 501 ® IL' X ED toED 1461, 337 433 35.1 490 289 633 294 3% 7-058 413 251 990 21.7 133 724 385 193 l37 20.0 731 17.9 473 182' 376 = V ci Q 3 aY� ZCO N TABLE IIB AnchorCepectty Table([be) ANCHOR CAPACITY ADJUSTMENT FORMULA: ANCHOR CAP.,,,,.,.. > slmsrate 2714bnerac Satcme. Hoaaw CMU F91m c64u PrwOm lddd (DP-)X( )=ANCHOR CAP.,,, 91s 3m vrSSBc0 WVRea vraSaco wasted 612Sled 012 Steel MULLION CAP.o,._. PRODUCT REVISED AnchorCBp Pattema ArctaType. 314 ac0 unem yr-0U-an vnecm &t6•Dto Utam v0..13c0ulramn AggeGSOr umacm AggmDaa screw(135)sero(c5) screw(36) USE THIS FORMULA TO OBTAIN THE'ANCHOR as eamplying with tho Florida Edge,D:la=ft 1• 2-vr r• 2-11r ave' t• 2-vr r 2-vr r. 3.116• r CAB" a5r � O.tzr CAPACITY REQUIRED"CORRESPONDINGTOAN Building Coda Fmbeanent 7514• 1y4• 75/0.• talo• 2• 1-v0.•. t-v0.• 7-1ra• 1-vr 1-trs• 1•vr z lara^ 7.Y1r vales ACTUAL PRESSURE REQUIREMENT FOR THE OA-Ma. 17-0630.01 2AACr=@478'11111 C.C.I Stara a'0211 alp Ola U 39105 3110 De 491 my SO()1m 1664 MS 270 mf 2901. 350.hs 7401. 37410.. 667®. 046 Da -3411. 442w � 560 to OPENING,WHEN R IS LOWER THAN THE MULLION P-XPiralli-Data 0512612021 4 Archaz @ 1.IW MOL D.a 7 Stan=(or OMODC 1p(R zf 480" 706 0.e WA WA NIA NIA 3601. Nl7s WA WA WA WA 682 ms eas m 1120 lbs CAPACITY(FROM THE TABLE)OF THE SELECTED 4Amh0m@7Mla.O.G/pj 2i6AtpleClp9JOl0,3X'780 Me 79120 Geo V. 15M ft tags MS 5401. 555 Xs NIA 7501. 745 Bs Sea 1. 18121. 682015 968 M. 11211. -MULLION.R WILL YIELD A MINIMUM ANCHOR By 4nrcMs @ 056•MtrL O.c,/U•CYp.Wo.10P ANm.(Flg NIA WA N/A WA WA NIA WA NIA WA NIA WA WA N/A WA .12671. CAPACITY WHICH MAY BE USED TO QUALIFY miam-D Prouet Contro 1AMtw1FLIp(n0.57 '195 Me 10508 =me 165 Ue 8221. 135107 ICU 177 lbs 3700. 187m 3321. 473 to 170 OS7 221 be 2801. ADDITIONAL ANCHOR OPTIONS FROM THE 2AMRm@ 1.16'MA.O.CJ F 03 201 we 3�1. WA WA NIA WA 190 W0. ILA WA NIA WA WA Sit ms 4421x 160 I. I ANCHOR CAPACITY-TABLE 1.250' FIGURE 1: FIGURE2: TABLE NOTES: • • , • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USNG THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE \\6 FIGURE 3: \N\%% LYAJ/y� ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SFS 3- •••'LICENSE••/�� CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS Q-•: BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No.5870.5 IN PAIRS, '*• �'_ 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND _ GROUT•FILLED CONCRETE BLOCK UNTf(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL •✓' FIGURE 4: FIGURE 5: FIGURE 6: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AM SG OF 0.55.ALUMINUM SHALL BE 624" 8063-T5 AND BE A MINIMUM OF.100"THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND i�'P••• ATE • • .045•THICK(la GAUGE).STRUCTURAL.STEEL TO BE ATLEAST.125-THICK AND A3a ALL -i ��s''•Fd OR10P.••'G\?�� ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL �'JJS�ONAL • #10 ANCHORS INTO WOOD MAYBE STEEL,18.8 S.S.OR 410 S.S. 126•X 3.g4•X 524' A LNg)N MiWEh,P.E. MULLION FL P.E.IF 58705 M IAM I-DADS MIAMI-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidadS.gov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and'regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)'reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product'is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone.- DESCRIPTION: one.DESCRIPTION: Series"PW7720A"Aluminum Fixed Window—L.M.I. APPROVAL DOCUMENT: Drawing No. MD-7720A.1, titled "Fixed Window Installation Guidelines", sheets 1 through 10.of 10,dated 04/12/13,with revision D dated 03/16/18,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:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has'been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: ,The NOA number preceded by the words Miami-Dade County,. Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA#17-0614.11 and consists of this page 1.and evidence pages E-1,E-2, E-3 and E-4;as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. ��Mu�Mi•oaoe COrrry NOA No.18-0430.05 Expiration Date: February 19,2024 Approval Date: August 23,2018 813 f S Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 08-1112.09) 2. Drawing No. MD-720-820.1, titled "Fixed Window Installation Guidelines", sheets 1 through 11 of 1.1, dated 04/12/13, with revision C dated 06/06/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. -B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and.installation diagram of a'PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system,Duraseal® spacer system, Super Spacer®NXTTM spacer system and XL EdgeTM spacer system at insulated glass,prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega,P.E. (Submitted under NOA No. 16-0629.14) 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static'Air Pressure Test,Loading per FBC, TAS 202-94 3)Water Resistance Test,per FBC, TAS 202-94 4)Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum fixed window,prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson,P.E. (Submitted under NOA No. 13-0502.03) 3. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 4)Large Missile Impact Test per FBC, TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum fixed window,prepared by Fenestration Testing Laboratory,Inc.,Test Reports No. FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 03-1105.01) Manuel er z,f.E. Product Control aiqiner NOA No.18-W30.05 Expiration Date: February 19,2024 Approval Date: August 23,2018 E-1 TABLE 4: Window Design Pressure(+/.,psf)for Glass Types 2&4 Lonn Side Ti to Ti in 6&718 73 77 81 85 89 93 97 101 105 110.1/2. 113 117 -121 125 129 133 137 141 145 . 31 +/-80 +1-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-8p +1-80 +/-80 +/-80 +/-80 +/-80 +/-80 33 +/-80 +1-80 +/-80 +/-80 +/-80 +1-80 +/-80 +/-80 +1-80 +/-80 +/-80 +/-80 +/-80 +/-80 +1-80 +1-80 +/-80 +/-80 +/-80 +/-80 35 +/-80 +1.80 +/-80 +/-B0 +/-80 +/-80 +/-80 +/-8p +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +1-80 - +1-80 +/-80 PRODUCT REVISED 37 +/-80 +/-80 +/-80 +/-80 +/-BD +/-80 +/-80 +/-80 +/-80 '+/-80 +/-80 +1-80 +/-80 +1-80 +/-80 +/-80 m cumplyi%with the Florida 39 +1-80 +1.80 +1-80 +/-80 +/-80 +/-80 +/-80 +1-80 +/-80 +/-80 +/-80 +1-80 +1-80 +/-80 Buiilin8Code 41 +1-80 +1-80 +1-80 +/-80 +1-80 +1-80 +/-80 +1-80 +/-80 +/-80 +1-80 +/-80 pMaton l)�ae Y�lJ7'd,�wT' 43 +/-80 +/-80 +1-80 - +1-80 +I-80 +1-80 +1-80 +/-80. +/-80 +1-80 +/-80 F- 45 +/-80 +/-80' +/-80 +1.80 +I-80 +/-80 +I-80 +1-80 +/-80 +1-80 .2 47 +/-80 1 +/-80 +/-80 +1-80 +l-80 +/-80 +1-80 +1-80 +/-80 1 n F 49- +/-8p 1 +1-80 +/-80 +/-80 +/-80 +1-80 +/-80 +/-80 v ' 51 +/-8D +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 NO CHANGES THIS SHEET. Fa 53 +/-80 +1.80 +/-80 +/-80 +/-80 +/-79.1 65 +1-80 +/-80 +/-80 +/-80 +/-78.6 0 . 57 +/-80 +/-80 +/$0 +/-79.1 .$ 59 +/-80 +1-80 +/-80 s 61 +/-80 +/-80 +/-79.3 63 +/-80 +/-BO 65 +/-80 +/-BO 67 +/-80 t,.� ,Y ❑ 68-718 +/-80 16 a as 1)TIP-TO-TIP DIMENSIONS SHOWN.FOR INTEGRAL FIN AND EQUAL LEG WINDOWS,SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. W m 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXTAVAILABLE SHORT OR LONG DIMENSION. } H 4 O I" .- 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. C'4z W 0 N O 'N" W -'>' t` p J O 64 Z �Q ~ j . Z IL cc W UUd ®� ❑ H W ^ _< = oN 1-1/16"NOM. TABLE DIMENSIONS MAYBE 0 W C7 Dmo 7116^LAMINATED GLASS STACK 7116"LAMINATED ORIENTED VERTICALLY OR ^o z N 0 GLASS STACK I I GLASS STACK HORIZONTALLY AS SHOWN. •'Z `� $ F W LL 4GL-ASS-_, B INTERLAYER 3116"TEMPERED GLASS 3f16"HEAT STRENGTHENED GLASS - SIDE LONG m O EAT 3/16°HEAT STRENGTHENED GLASS Imo_ LONG SIDE F H 3/16°HEAT STRGTHENED GLASS 7/16"AIR SPACE •090"PVB INTERLAYER ," y W �aa4sZ IrSHORT 3_ to Z_ SIDE - p lA Z" 5 5!8" SHORT I- O ZWSIDE BITE GLASS BITE � p 1-3 w ❑ (7 IXW EXTEXTERIOR +- LONG SIDE — LL ❑ a &79 21 13 ! aml 30 .s GLASS TYPE 2GLASS TYPE 4 SS DET y/ LONG \I11 IIIf siDE \��•��OW LYNNE., 1 ' _*: No.58705 _ SHORT SIDE WATIOF (V�: A'•. 'ONAL A.LYLLER,RE P.E.#58705 i TABLE 3A 1.4.0108.Capaody Table(Ibste) all OPenblaWidth(rarwrlica*warvi intilions)orOpening HeIgM(for ho ng intMom) 1.2 5087 DO In 7D In BID In - so In loom 1201. 140 in 1601. u. I x 2.76 x TM"MV FW�Gtft, lkap� Rutangd.I TWTdev. R.M.Wr-5t2,WV R= Tprre,.. -1 - - - Laa.0 Loafing L-"ng .n. ang. ft�ft� wft% R�t..gft nopm L.fflnq Lnadng L-alro Lonang L-sv Llwdm Loscing I .37GAluna. I.-d[na Loafing mufflonU) I fill I Z `' Z 1 Ilk 11 T 42h 170.0 1120 1704 435 1711.0 744 170.01 VZ 1740 80 1740 503 17UM 170.0 uj 319 ITCC 1 116 IMO QI 170o 040 1704 621 148.71 13M 170.0 621 127.5 t301 170.0 &Z t!�l r&C 521 X 181. 170.0 M 113LO 1139-iid.0 M 07.0 JIM MG G&O I ITDA 624 11&0, WO.170.01 SH 170-0 11112 J7&0 00 JMc 1133 J70c Sol Ists 1139 170,01 on IM.5 1130 170.0 63a 170.0 fiewo W.WS In IT0.9 T47 1170.0 UM tMC aM 1740 a 157,11 ICW Iran 684 14&$ 1032 I7QX 7M 130.5 IC= 770.0 747 117.4 JCW 1740 7W 97.9 1032 17UO NIS 83.0 I=1170.0 765 734 I= 178.0 nio 641/4 170.0 107 11T0.0 M2 161.3 907 IT&O 697 JM.2, 907 w.7 730 Jag ow isu rA Jinx au 145.0) 714 16.8 901 '141.1 710 80.8 3: 007 14OLO MI 907 140�1) 70WO 5 07 140A 709 a LLI Q -- - C5 61)In 141.t M s- t,- 7. co . - 151-.5 025 TITS = iM.3 611 1038 Tas Ca 599 18-2 731 1012 He 711.4 731 99.5 70A M 0&1 $78 15-81- . WA 'A5 a 574 1 Wks 121.9 a" I= sic 101.6 sw 111.5 547 i79-8' 525 60.8 = T&B 62t ----- --W- !1 Z I i58 827 3l� 114 59 WO 6W 21 78.2 OW. 901 00 677 M 1 61-1 6� 41 on 38 1 1:z! C 7- 7- _4 .14 en 681. 100.0 007 1174 811.3 Gn So.1 511 75J 607 95.0 501 714-. G60" 67.8 4511 442 WT MA 47a 37.9 Bar CZ? {74 3&1 .. 602 CUT 77,1 403 53.9 607 w aw 474 w 721. SIB sic 58.8 443 6C.0 619 710 C5414 z )510 ou 4w $to 510 57.0 410 43A �Jb 53.3 4t3 40.9 5JU 50.0 400 34.0 $10 45.9 4M = SIC 44.4 IL ---r44.3 399 us 25.5 TO X 70 M 38A 433 ".8 373 34.7 4�0 41.8 Ma 28.8 415A 37.7 3112 24.a 459 36.0 359 213 N M4 458 725 400 57.0 438 61.7 M2 49k 45a 64A ws 43.4 458 4&S 53.6 ; ; 70 In 64.2 435 07.0 381 5&6 366 - 455 --J ioz 34.8 373 46.9 435 40.3 40-1 - -7 M,7 43B 40,11 36. 32.1 - 3-8.1 35, 23,11 435 34A 344 22.8 435 1 BZ6 341 241 0 1- i4 285 28.9 41.5 327 327 31-8 210 21L 1 3Z? 78.3 275 iiY 327 25.7 271 10.9 327 217 238 z Co" 1 17.4 3u 21.0 262 14A 327 ia,3 256 0) Q 11" .4 W1 W7 26.7 257 29A 262 24.6 297 MO 24a 21.5 237 23A 10.1 287 20.0 240 1Z.2 287 19.3 237 14A 2V -09- 'n 411 F2 BOO 242 227 24.7 205 20.2 227 20. tgat 771,5i-27 a* Igo lm to 117S 184 17.9 167 LU 7111. 223 215 1 M7 1 IN Isle 1. :EF - ". 2 B: �E - TABLE 38 ANCHOR CAPACITY ADJUSTMENT FORMULA: 0 0 Anchor Capacity Table tibs) ANCHOR aP.=) 2.Tk C-Ml. 3.51 r"..1 F.Iww cmu FIfied CMU PT Wd MW substnIt. - L. 0 Awl ox I ft.h.TYK 31tv•EkubuVI IIV Elea JR.- 3710 so Elco 1/4'88 E100 Me,Eft. 1/4'SS EtIc 1110 -6 1 612$td 0128tml (DP-)X ANCHOR CAP.,®; fix Anchor COP Patterns V Unr �d---�.ft 1. A-M AMOCatn xM AWaG� P5) USE THIS FORMULA TO OBTAIN THE"ANCHOR E 2.10 1. 2-JrZ' sm/8-1 I. 2112, 1. 1 2-1w -2. 3-1w ---2 02=1 CAPACITY REQUIREWCORRIESPONDING TO AN PRODUCT REVISED �3,#CM fift WW S-W J-W "�V 7 "4* 1-114* 1 I-I[V I-im 1-11r tares ACTUAL PRESSURE REQUIREMENT FOR THE with the FI.rlda OPENIN lr 390 ft 390 bn M-W. -M-lx 1644 to 270w 2801b. --S"Us I 7401ft 374770 954 U. G,WHEN IT IS LOWER THAN THE MULLION ---TOO ft -#VA -WA WA NA Mo P. -j" T-WA wA -ta -T12D-9. CAPACITY(FROM THE TABLE).OF THE SELECTED -1tWftG "co"'P?V "'"Ch". - 4 A..We C LIVUhL O�Q I NA $022. 1 M Ite N..-.. 17-0630.01 - 4A5h-03-I6mt0.4 780 M 780 b% 6501W, 1560 Lb. 109e108 50 R. 690163 -748 We -EWb-. t692 Ita 'IP H2O_M3 MULLION.IT WIULYIELD A MINIMUM ANCHOR Fxplramn Dole,05126/2021 IAIIII@O.45-MhO.C./U-aO.MW.12FALM.n.4tI VA VA NIA WA NIA NIA_ WA A WA VA I WA $11A 1.-A 1 7115 bS CAPACITY WHICH MAY BE USED To QUAUFY 2Anctim 0 tl 1.478.08.7 RClip 0170.37. 5859. 795703 Is 445 W 1 822 a. 1 1352. 1401W1778. 1 2. , 187168 3321 - 1 22' 2602, ADDITIONAL ANCHOR OPTIONS FROM THE By- fj N/A L VA_ WA I WA INA .A I WA 1 -4 r2-III-, ANCHOR CAPACITY TABLE. NOTE.,FOR THE OFFSET CUP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS-THE STANDARD CLIP. CD CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 2,4. FIGURE 1, FIGURE 2., TABLE NOTE 1.00T 1)SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. FIGURE a,. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLF- APIA 3)MULUON AND MULUON CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.* HOU8S TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS, NO,58705 ANGLE CUP MUST BE USED IN PARS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED FIGURE 4: FIGURE 6: FIGUREe CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED 375 YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6083-TS AND BE A MINIMUM OF.Iw THICK STEEL STUDS TO BE A MIN I MUM GRADE 33 AN D,045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE ATE LEAST I'X2,75".X.375*M .125'THICK AND A36,ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULLION THE MATERIAL#10 ANCHORS INTO WOOD MAYBE STEEL.IUS.S.OR410S.S. rrt� L A.LYNN fv11i7LER,P.E. FL P.E.#58705 I TABLE 2A �7 ' Mu10an Ca 9c T661e 6944' « OpeninglVld (If"mllica '•p-mmidn8m6ra16)crOpeningHeight(fbrhaii2otta9Y6parOnBmAos) " fid , SO In soh 7P In Lie In min 100&i 1mN !4011 160in $ fy Recta110utar Trap704ig. Reofereuror Tr4WTrie110 Re41a10da' TMfD"V, Re4teli9V TOPTSan0. Re Oe` Trap/IY19n6. RCa�npOaI Tr Wi`ar17. Rect 121 TlaptTdap, RoftV-fm 7htprmn0. ROeta,Oakr Traptfty O Alum.Tube T111 2:9 1 Y2 X'376 Loadlre I-c+dtr9 LaaNfp laatln0 Lm9re tasIre Lmd1C L..OV L-ft L_IV L dit .Lca*o L adl o LoaEUB Laedin0 L-df p Lmdlrp Lnadm 0 Mullion till21 i IaThl � � Z LLI S2 in 170.0 820 Y700 434 787.3 4700 176 479.7 882 !7710 606 1716 662 169,5 518 1011$ 652 1888 517 608 582 188.9 517 76.7 662 188.8 617 Me 662 16$8 617 647 am 1$8s 617 0 � 481n 121.0 WT 13$0 416 101.4 W7 1182 410 86.8 50T 108.7 403 740 5577 1026 $09 076 SW 66.6 397 606 50f 89.0 386 607 b0! 69.0 398 0.14 607 99.0 3m 380 $07 980 366 J GDAMM 103.7 458 14.6 370 >%.4 4>t8 98.0 371 747 456 946 364 fi4$ 458 84.8 360 576 �456 '81.3 367 Ste 468 800 368 432 -458 80.0 35e 370 4S8 840 393 324 466 50P 356 57 In 854 400 603 336 71.2 400 �.9 326 84.0 403 727 372 53.4 400 67.3 318 47.5 400 84.0 315 427 4m 62.3 314 346 4m 61.8 313 30.6 400 61.6 313 28.7 4mr2.7.7 313 UJ O a N e 601n 6 23 324 68,8 376 81.9 324 67.5 270 4tS 324 61.2 264 386 324 i09 260 348 324 438 267 3t.1 324 iza 255 290 328 {0.6 2S3 222 324 t0.3 253 YS.S 324 253 Ix CD H C 63 In 6'3.8 204 57.4 251 44.8 794 492 248 384 794 43.0 741 3i8 294 396 237 29,0 291 37.1 234 248 294 342 232 714 294 33.5 230 192 294 33.4 230 440 264 230 ` "4 se in 46.8 268 49.0 MO 3a0 2!9 424 223 334 288 37.5 221 29,2 258 341 218 26.0 256 31,8 215 234 2® 29,8 212 16.5 2SB 28.0 210 147 268 277 209 14,6 280 209 Y 72 p1 350 715 $7.9 198 300 746 322 181 257 724 2&4 788 226 735 258 185 200 225 23,5 162 180 76 22/ 166140 225 203 tTT T19 226 19.8 S76 tt3 225 186 176 pj ? Ugg U 70 h1 Me 202 320 177 Me 202 27.2 173 21.9 202 23.9 170 142 202 21.5 MY 17.0 202 %7 166 183 702 144 163 128 202 .16.7 160 109 232 .149 159 aS 202 140 158 a � LU LU 78(n 26.3 182 2A8 tee 238 192 25,1 166 ZO2 792 220 162 17.7 192 197 159 15r 102 18.1 757 14.2 162 150 155 11.6 !92 162 162 10.7 f92 14A im $.8 782 i42 ib0 fjn Q W 801n 185 144 78.4 126 154 144 18.1 720 961n 152 127 156 113 O Lb TABLE 2B ANCHOR CAPACITY ADJUSTMENT FORMULA: r. I r- AnchorC6 a Table abs) N _ /ANCHOR CJ4P,„m..., 6toeimta 271:Caewmtt 38%tx1m. ttaOaw CMU F6tMGhrii PT woad Mand {DFq,}X1 }=ANCHOR CAP.,,s r Of X Y S 6!18•Elm 114.68 Ewa SNe•Elea 114.09 Elea 010 Stell 612 Sled M Stell MULLION tV ArahmTyW.' 3116'Ek.LOLamn 1f4'Ebo UOmbn 3(16'Eka Ue4cen 174'Etco Ulpaom F- AnaKorClIp PaKom9 w'•r mn A=tGeW Le6aon A9aa17amr S (GS)same rA r.-(GS) USE THIS FORMULA TO OBTAIN THE'ANCHOR �S U X Q `0 Edge Distance 6.X 1' 2-1x2" A- 2•irl 3.115• r 2.112• I- 2-trr r 3.65• r 0.4s• 0,54' 0.324• CAPACITY REQUIRE'CORRESPONDING 70 AN d r Z ,N .� Embedm6nt&11 iJt4' t�t4" 7.Y4' l.Yr r 1414• t•Nr 141M 7.114• 1.174• 1-1/4' r I-Wa• 113E' v8dea ACTUAL PRESSURE REQUIREMENT FOR THE ,'�o 2-Ah 'G 4.75 Mt.O.C./St.MM or(m.t mp 1F19.1z 3% 3m fire 453 De 690 Its 1544 ft 2700- 29D lbs 35/46. 7402. 3741aa B04I 949 341 I W 442 U. bm ift OPENING,WHEN IT IS LOWER THAN THE MULLION � ��. 00 �-tL 4 Anctan 01.16•Min.O.G 7SUnhrd(ar0laat)CIw(fig.2): 460 0u rm Ips wA WA MIA WA 380 e. WA NIA WA WA WA 662 U. 6411Da 1120 M. CAPACTIY{FROM THE TABLE)OF THE SELECTED Y 4rmclwrs l�3•M61.O.C./R)2ASAW.mwrIFl93X Tel roe 1®1 Ra 'mea 1560 k. 4690 roe 54ata 5me. wA 7W m' 748150 5500,9 /m26a eat e. 5551E 1201bs MULLION.IT WILL YIELD A MINIMUM ANCHOR PRODUCT REVISED 2.tar4 90,45`W.0.C./UClIp,Muo.12S'Apim,(FIP.IX WA WA WA WA WA WA WA wA NN WA WA WA WA ' WA 715 In, CAPACITY WHICH MAY BE USE TO QUALIFY as Complyln9 with the Florida 1 Arsrorl wIp iFla 5z 195 ms tasks e. 449 4a ez21tA tis Iffi i4P ma m Ipa 370 0:e 18T ea 33219 __T7 7331e !70 m. 221 tpa 2mipe ADDITIONAL ANCHOR OPTIONS FROM THE B.Bdiltg Carlo 2Amhm01.15"MIn.O.CJF-0Ip1Fl0.e7 2401E 3501x4 WA WA NIA WA iB00a WA WA WA WA WA 341r d421W Smits ANCHOR CAPACITY TABLE NOA-.No. 17-0630.01 NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. F.lcpitmflan Data 05/26/2021 - M al m oa r uet Contra FIGURE 1: FIGURE 2 TABLE NOTES! ' 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL WSTALLATlON METHODS. --'-) 1.000• j-- 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS ISALLOWABLE. FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT.TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23. 41111 I I l I Irl HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21 23. 2•�• FIGURES SHOW SUGGESTED,APPROXIMATE HOLE.LOCATIONS. �`��a��""'•N,M''�r ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 375• Q'; •.y? CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOODSHALL Be PRESSURE-TREATED No.58705 FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE606&175 AND BEA MINIMUM OF.125" 7>I' THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND A45•THICK(18 GAUGE).STRUCTURAL.STEEL TO BE AT 7•X r X 975"MULLION (,/[ _ LEAST.1251 THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND .t THE MATERIAL#10&012 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. ..� 1 Jr"`'• . �O,�'., ;aMAL1S: A.LYU4 WLLER,P.E. FL P.E.#58705 TABLE to Mallon Cap=HyTabla BHC Opening Widlh(rbrwi-)wPamirpmcri-)orOMftHoWd(fw'hcd=da- irlsos) 50N 6071 701n MN HOIn 10013 120N 140N 160h 3 R4e�gltar 7mp/eanp,- Reaatryuter MOM.Q" Reotoypx4r Tr.D7itlen4, star Tra}JTa4np, R4.Cai9utar Tri ana Rvanadm Tr8p7TSNtq. 1mhMm TMI,(W P3. RxbrlquNr ltapi8tard Ra-tm�puxv 1r4p7denB. a 1x220.125 Lw&g tmdap lmd8p LPadlq Lma a lcPdlnp Casson Immng LPadnp LP4dit8 Loao7ns Ln3dn4 Lw.Sne LPPt3n9 L.4.9LPed3y LPeAu L.ednp �S Alum.Tube a AbAon 1 11 5� 10 � a2fill' 5�• ,' iT� 11 Tild'! � U 42N 111.9 408 129.5 332 93.2 809 115.6 325 78,9 408 107.8 32f 84.0 408 104.4 319 62.1 4178 I04A 319 553 408 1045 319 46.6 408 707.0 318 83.8 408 144.9 319 36.0 408 1043 Sib ttou : N 48 N 74.0 312 Baa 258 62A 312 73.4 252 515 312 07.0 249 4&8 312 832 246 41.8 312 61.3 244 37.6 312 61.0 294 312 312 87.0 244 �.9 312 81.0 244 23,4 312 81.0 244 ¢ 5x625 in 833 281 748 231 63.2 281 615 228 459 281 55.7 224 34.9 201 521 222 35.5 281 60.1 220 31.8 281 49.3 210 288 231 413 218 228 281 49.31 210 1 xi 1 261 4&S 219 54 in SU 247 57.6 2D7 433 247 49.8 202 379 247 44.8 199 329 20 41.5 186 292 247 la,4 194 2B3 247 3a4 193 213 247 3a1 197 78.8 24T 3&1 183 14.4 217 Sal 1M 7d CD p m 60 In 3&4 200 41.2 170 370 200 36A 768 27.4 20 31.6 183 24.0 200 264 160 21.3 200 27.1 tbp 192 200 25.9 157 16.0 200 250 150 r m p 63 In 331 lei 35,3 155 27.6 191 383 152 217 191 2&9 140 217,7 181 24.5 146 18.4 181 225 144 16.6 161 21.7 W 2 65N 269 160 80.6 142 240 165 2&/ 138 20.8 186 23.1 138 16.0 183 21.0 134 2 in m 72h' 222 134 21.3 420 19.5 138 10.9 116 ibA 119 17.3 118 Wn� 761. 163 125 /S•7 i09 15.7 125 Ma fallJ 1win 179 118 10.2 104 ? =1j J 1s N N. 799F.� r r ¢ Q 03 07 TABLE IB An Calpea1 ly Tabs ANCHORCAPACTTYADJU5TMENT FORMULA: S F Z 27kC=IV4 a3kc�n�. x.ewa4u ANGHORCAP.,,, a to F183actau F7w..a MPai t0A)X� }=ANCRORCAP.® N16•EllP 11r 68 Eb.S VFjc. 1A'98E14. flus P1 /129atl #126ted MULLION CAP„m,,,,� III 0 AnBtla7yl+8 9718'BcaUta.cut 1A'ElPP tlMacm 3ti6'EkP t4tcaoa ft4'Eko UOntco4 W AnchorCltp Patients OitscPn ApatGPfa ta6mo.n Appls(3at 8.nw IGS)9ewar;0s) 9aew tc53 USE THIS FORMULAT0067AlN 7TiE'ANCHOR ® tY N IA t�q E4p4a.w"ij.k I• 2ar2" 1• 2-IW ave" r 2.112• 1. 2-Ire Y 3-inr 7 &49' 0.54• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN F= EmScOnani 7. I,WV -1 v4• 7-111• 1•sr4• r• taro• -IA. 1-1w 1.19 I.Iw 1-114• 2 1376• Iar9• Gj ACTUAL PRESSURE REQUIREMENT FOR THE s� U x "Q Q �? 2AncOw4®1.78 Mh.O.G saneadm Ongt sip 8:•41.7} 3909. 390 m. 55003 9901. 18440. 2709. 2M U3 35483 74993 3 i. fie493 gas 93 341 b. 4121. SM eu OPENING.WHEN IT IS LOWER THAN THE MULLION a r z ,y 4AnxOmP 1J 7.15'11N.t1.G7St4f3a6(PrObcOCOD Gip.2k 481703 7M 03 WA WA WA WA moi. WA WA WA WA WA 682 an 885i64 lf20 r>x CAPACITY(FROM THE TABLE)OF THE SELECTED o 4AIsrore O]'Mrt o.0 7(2)2x5 Awl-CHP-7Gp.37 7M 9x 7609. 68093 15M 63 IMOM MOM 56094 WA 70094 74893 880N 7a4294 6821x" 8851. 112603 MULLION.R WILL YIELD A MINIMUM ANCHOR ,p A 2 Amh.'..1Y MN-O.0 t t}afA bAD J25 Alm.G9.4k WA WA WA WA WA WA WA WA WA WA WA I A WA WA 7151.-1 CAPACITY WHICH MAY BE USED TO QUALIFY O F ••2 c'� 1A-Wi F4;8p 0'14.6k 10391 059. 225 I. 44598 '622W 13594 110�. 77703 370173 1071. 3321. 473108 1709. 2271. 280104 ADDITIONAL ANCHOR OPTIONS FROM THE PRODUCT REVISED 2AMOa4g 1.fY 1413.O.CJ F{ODffb-6): 2101. 35098 WA WA WA WA 19p 1. WA WA WA WA WA 34194 4429-1 SMI. ANCHOR CAPACITY TABLEuwrnplyYng with tho Florldo NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. :,*tlg Coda NOA No. 17-0630.01 Expiration Date 05/26/2021 By -_ FIGURE 1• FIGURE 2: TABLE NOTES: Mlami-0 Pr uet Control * 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. f SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS, --1 1.000' f--• 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. �- ' HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.000` FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 1/ ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED •125 OXAY LYMN r� ' CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-80.WOOD SHALL BE PRESSURE-TREATED . LICEMSF;f{� ,, FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-TSAND BE A MINIMUM OF.125" f .� Q',•'• •.F� • THICK STEEL STUDS TO 8E A MINIMUM GRADE 33 AND.045•THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT t'X 2"X.t2S MULLION *;' Na.5-1$705 LEAST.125 THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND A7 LEAST 3 SCREW THREADS BEYOND :/,' •; THE MATERIAL#10 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. - ^�0. 6CoTE F P��=��` f0NAL A.L'GNt NIUL1E),P.E. FL P.E.#58705 i TABLE 5: Window Design Pressure(+/1,psf)for Glass Type 5 Long Side Tip bTl in 7/16"LAMINATED 68-718 73 77 78-314 81 1 85 89 93 97 101 1 105 109 110-1/2GLASS STACK 37 +901-130 +90/-127.5 +901-123.5 +901-121.7 +901.119.8 +90/•118.5 +901-113.5 +901411 +901-108.5 +901-108.3 +90/-104.5 +901-104.5 +90/-104.5 39 +901-126.1 +901-120 +90/-114.5 +801-1129 +901-111 +90/-101.6 +90/-104.5 +90/-101.7 +901.89.5 +90/-97.7 +901-96.1 +801-84.8 +90/•94.14OR .090"SG INTERLAYER 41 +ep-720.1 +90%113.5 +901-107.3 +901-105.2 +901.103 +90/-100.5 +901-97.8 +901-94.9 +901-92 +1-89.6 +1-88 a/.86.5 +/-88 43 +80/-114.4 +80/-107.5 +901-102.5 +901-100.7 +9N-98.6 +901-95.2. +901-922 +/-89.1 +/-85.8 +/-83 +/-81.4 a1-80.4 +/-80.1 3/16"ANNEALED GLASS 45 +901-108.7 +901-102.5 +DW-98.8 +901-97.1 +9N-94.9 +901-91 +/-87.3 +/-84.1 -f-81.7 +1-79.7 +/-77.8 H-78.1 +/•75.8 3116 47 +901-104-4 +9W-99.B +901-95.7 +901-93.9 +901-91.6 +/-87.5 +1-83.6 +/-81 +1-78.9 +1-78.7 +1-74.7 +/-727 .+1-72 PROCRiar RHVIS® �• 49 +901-101.1 +90/•97 +90-92.8 +901-90.8 +/-88.5 +1-84.3 +1-81.2 +/-78.5 +1-78.1 +/-73.9 +1-71.7 +1-89.6 +/-68.9 es oes>}slymg whh fly Flaida F 51 +9W-98.1 +901-84.1 +901-9D.1 +168.2 +1-85.7 +/-82 +1-79.1 +1-78.3 +/-73.B +1•71.2 +/-88.8 +1-68.8 +/-85.9 BeBdmg OOde 53 +90/•95.3 +901.91.1 +1-67.4 a/-85.6 +/-83.3 +/-80 +/•77 +1-74.1 +/-71.3 N-68.7 +/-68.3 +1-84 +1-63.2 Aglept�oe No�9'��✓D•� F 55 +80%82.5 +1-88.2 +/.84.3 +/-82.9 +1-81.4 +/-78.1 +/-74.9 +-71.9 +/.89.1 +1•86.4 +1-83.8 +I-61.8 +/-81.2 518" Expimlien Daft o57 +/-89.8 +/•85.3 +1-81.8 -/-80.6 +/-79 +1-76.2 +1-73 +/-69.8 +/-68.9 +1-84.1 +1-8119 +1•80.1 GLASS BITE �- LONG SIDE By 59 +/-87.1 +/.82.8 +1-79.7 +1-78.4 +1-76.B +-74 +1-71.1 +/-67.9 +/-64.8 +/-62.2 +/-80.3 61 +/-84.8 +/.80.8 +1-77.8 +1-70.2 +/•74.6 +1-71.7 +/-69 +/-65.9 +/-62.8 +1-60.B T MiOin a e1 Co]Mr0 63 +-825 +/-78.9 +1-74.8 +/-73.2 -1-71.4 +/-88.4 +1.85.5 +1-82.9 +/-60.9 / 85 +/-80.7 +/-77 +1-73.6 +-722 +/•70.4 +/-67.3 +1-64.4 +1-62 EXTSHORT 67 +/-79 +1.75.3 +1-71.7 +1.70.2 +/68.4 +/-65.2 +1.62.4 13 SIDE JR-03/16/18-UPDATED 6&7/8 +1•77.3 +/-73.8 '+1-70 +1.68.5 +/-68.8 +/m83.3 +/-61.1 VALUES AND SIZES. 73 +/-73.8 +1-70.2 +1-6 +/-6168 *1.82(1 +/-fio.s GLASS TYPE 5 77 +1-70 +1-88.5 +/-633.2 2 +1-61.9 7&314 -1.68.5 +/-84.8 N-8169 a/.60.9 1)TIP-TO-TIP DIMENSIONS SHOWN,FOR INTEGRAL FIN AND EQUAL LEG WINDOWS,SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. �- LONG SIDE -+I 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. T- 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS _ COMPLETELY FIT WITHIN. SHORT W z M Y ❑ SIDE fy >_ � O N No � (a N o a1°0 O p TABLE DIMENSIONS MAY BEI- TABLE °� W n TABLE 6: ORIENTED VERTICALLY OR p J o Window Design Pressure(+/•,psf)for Glass Type 7 HORIZONTALLY AS SHOWN. 2 LL LL o W Side in W U U d 68m7/8 73 77 78-314 81' 95 89 93 97 101 .105 109 110-1/2 LU Z � rs¢ S ON 31 +90%130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +90-130 +901-130 +801-130 +9(U-130 +901-130 1-1/16"NOM. O W - 0 omo 33 -BO/-130 +9fU-130 a9W-730 +901-130 +901-130 +901-130 +901.130 +801-130 +80/•130 +901-130 +901.130 a90-130 +BOI-130 GLASS STACK 7116"LAMINATED 6/ r- V Z M O 35 +9W-130 +BN-130 +901.130 +901-130 +901-130 -901-130 '+901-130 +901-130 +80/-130 -BW-130 +901-130 +90/•130 +90/-130 GLASS STACK f� �Z O1 0 z � 37 +901-130 +901-130 -901-130 +901-,30 +901-130 +BD1-130 +901-128.3 +901-125.4 +9-1226 +901.120.1 +901-118.1 +90%118.1 +901-118.1 ~ W UL O 39 +901-130r +901.130 +901-129A +901-127.6 +BN-125.4 +901-121.5 +901-118.1 +801-114.8 +911/-1125 +801-110.4 +901-108.8 +80/-106.9 +g01-106.3 3/16"ANNEALED GLASS 3/16"TEMPERED GLASS 41 +901-130 +901-128.3 +80/-121.2 a901-118.9 +801-118.4 +801-113.(1 +901-110.6 +801-107.2 +901.103.9 +801-101.3 +BO/-99A +BOI-87.7 +BOI-97.1 3/16"ANNEALED GLASS 43 +901-128.3 +901-121.5 +901-115.8 +801-113.8 +90I-111.4 +BW-107.5 +801-109.2 +80%100.8 +901-97 +901-93.8 +901-92 +901-80.9 +901-90.5 Q 45 +90/-122.9 +901-116.8 +901-111.6 +901-109.7 +901-107.3 +901-102.8 +901-98.7 +901-95 +901-923 +901-90.1 +1-87.9 +801-85.8 +80165.4 7116"AIR SPACE ,090"SG INTERLAYER SHORT I- ~ 47 +901-118 +911/-112.7 +9(%108.1 +801-106.1 +901-103.5 +90%98.8 +9W-94.4 +901-91.5 +/-89.1 +1-861 +80/-84.4 +801-82.1 +801.81.3 SIDE I ® m Z � IaaVS 49 +901-114.2 -gW-109.8 +901.104.8 +90/-102.7 +901-100 +9W-95.3 +901-91.8 +/-88.7 +/-86 -80/.83.5 +801-81 +-78.7 +/-77.8 11 # 51 +901-110.9 +901-106.3 +BIY-101.8 +901.99.8 +90/-96.9 +901-92.7 +/-89.3 +/-86.2 +BO/-83.2 +80/-00.5 +1•77.9 +1-75.4 H-74.5 T �j fA F2 0 53 +9W-107.7 +9d-102.9 +90%98.7 +801-9B.7 -80/-94.1 +901-80.4 +/-87 +801-83.7 +BD/-80.8 +1-77.7 -/-74.9 H-723 +1-71.4 ,� } O U) Z 55 -901-104.5 -901-99.6 +9W-95.3 +BW-93.7 +901-91.B +/-88.3 +BW-84.6 +801-81.3 +1-78.1 H-75.1 +/-722 +1-69.8 +1-69.1 5 I Q U.1 aloas 67 -901-101.5 +901-96.4 +901-925 +901-91 +1-89.3 +BW-8661 +8W824 +1-78.9 .1.75.6 +1.725 +/69.9 +167.9 59 +801-98.5 +901-815 +/-90 +/-68.5 +801-88.8 +801-83.8 +BW-80.3 +/-76.7 +1-73.3 +1-70.3 +/-88.2 BWlGLASS BITE O Z O 61 -9W-95.6 +901-91.3 +/•87.7 +BW80.2 +8W-84.3 +901-81 +1-77.9 +1.74.5 +/-71 N-68.7 1 2 LONG H Q z N 63 +90/-922 +1-88.1 +8W-84.3 +801.82.7 +801.80.7 +1-77.3 +1-74 +/-71 +1-68.8 65 +901-91.2 +1-87 +BW-83.2 +8/.79.4 o1-78.8 +1-76.1 +1-72.8 H-7D SIDE Ei O LU W LU 67 +1-88.3 +801-BS- +801-81 +/-79.4 !!•77.3 +/-73.7 +f-70.5 E%TERIOR LL a 8&718 +l-87.3 +801-83.2 +/-78.1 +r-n-4 +/-75.2 +/-71.8 +/-89 ant '�sa0 saua 73 +6-87.32 +-79.4 +1-76.1 +1.73.2 1-75. +168.4 21 13 5 n x-79.1 +1-75.1 +x71.4 +1-69.9 GLASS TYPE 7 7&37/4 +/-77.4 H-73.2 +/-88.9 +1-88.81 1 - 1)TIP-TO-TIP DIMENSIONS SHOWN.FOR INTEGRAL FIN AND EQUAL LEG WINDOWS,SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION IN THE SHORT `\11111 TABLE TO DETERMINE THE WINDOW SIZE. SIDE '��� GpV LYN/V,y�%i,�, 2)FOR SIZES NOT SHOWN,ROUNDUP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. '��;.•''vCENSF'• 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS .tn�% COMPLETELY FIT WITHIN. _ No.58705 SZONAL 11 000 A LYN�JIIJIILLER.P.E. P.E.p 58705 i TABLE 2: Window Design Pressure(+l-,psf)for Glass Type 1 Long Side,11p Writ In 7116"LAMINATED . 68-7/8 73 77 81 85 89 93 97 101 106 110.1/2 GLASS STACK 31 +/-80 +1-80 +/-80 +/-80 +/-80 +/-80 +1-80 +1-80 +/-80 +/-80 +/-80 33 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +1-80 +l•80 +1-80 +/-80 +/-80 .090"PVB INTERLAYER 35 +/-80 +1-80 +/-80 +/-80 +/-80 +1-80 +1-80 +1-80 +/.80 +1-79.8 +/-79.4 37 +/-60 +/-80 +1-80 +/-80 +1-80 +/•80 +/•79.7 +/-77.2 +/-75.1 +1-73.4 +/-72.2 3/16"HEAT STRENGTHENED GLASS 3/16"ANNEALED GLASS 39 +/-80 +/-80 +/-80 +/-80 +/.80 +/-78,1 +/-752 +/-72.5 +/-70.3 +1-68.5 +1-68.3 PRODUCP REVISED 41 +/-80 +1.80 +1-80 +/-79.8 +1-77.2 +/-74.3 +/-71.3 +W.9 +/-65.1 +1-63.4 +1.81.8 4 1 t ns complyi.S wide the Florida 43 +1-80 +1-60 +1-80 +1-77.4 +/-74.3 +/-71.3 +/-68.2 +/•84.7 +/-61.6 +/-69.8 +1-58.2 Building Code F 45 +/-80 +/-BO +/-78.9 +/-75.4 +/-721 +/•68.9 +/-65.6 +/-622 +/59.7 +!-51.5 � �L Ac�cpinnce No ❑ 2 47 +1.80 +1-80 +/-77,2 +/-73.6 +/-70.1 +/-66.8 +/-63.5 +1-60.3 +/-57.7 5/8" Expimtion Dox F 49 +/-80 +1-79.3 +1-75.6 +/-71.9 +/-68.3 +1-64.9 +/-81.5 +1-58.2 GLASS BITE I- LONG SIDE BY 51 +1-80 +/-77,5 +1-74.1 +/-70.3 +/-66.7 +/-63.1 +/•59.7 y 53 +/-79.1 +1-75.6 +/-72-4 +/-68.8 +/-65.1 +/-61.5 - 1^� RT Miami ude Product Callol SHORT rNO CHAN55 +/-77.4 +/-73.8 +/-70.5 +/-67.3 +1-83.5 EXTERIOR SIDE 57 +/-75.8 +/-72 +/-�,6 +/-66,320 1359 +/-74.2 +/-70.3 +/-66.861 +/-727 +/-68.7 +/-8553 +/-71.2 +/-67.1 GLASS TYPE 1 7 +/-65'5 LONG SIDE �•� 1)TIP-TO-TIP DIMENSIONS SHOWN.FOR INTEGRAL FIN AND EQUAL LEG WINDOWS,SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION IN SHORT �f� LU SIDE z to `1 ❑ THE TABLE TO DETERMINE THE WINDOW SIZE. /'� > vi a "ab 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXTAVAILABLE SHORT OR LONG DIMENSION. 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS L 0 'C 0 .- COMPLETELY FIT WITHIN. >-N z c) w oleo O o TABLE DIMENSIONS MAY BE _j co TABLE 3: ORIENTED VERTICALLY OR 0 o a y Z "9 HORIZONTALLY AS SHOWN. z Window Design Pressure(+/-,psf)for Glass Type 3 x tL V o LU eMe o ❑ - Uo o� Lon Side,Ti tDTI In ILU Z 00 < C7 9MN 68-7!8 73 77 81 85 89 93 97 101 105 110-1/2 1-1/16"NOM. O U, GLASS STACK 7/16"LAMINATED ] 31 +/-80' +/-80 +/-80 +/-80 +/-80 +1-80 +/-80 +1-50 +/-80 +1-80 +I-80 I I I GLASS STACK o 0 '- O 33 +/-80 +/-80 +/$0 +/-80 +1-80 +/-80 +/.80 +l-BO +/-g0 +/-80 +1-80 31GL HEAT -Z 0 ( LL 35 +/-80 +/-80 +lb0 +/-80 +/-80 +1-80 +/-80 +1-80 +1-80 +/-80 +/-80 STRENGTHENED GLASS Q W 0 37 +/-80 +/-80 +/-80 +1-80 +1-80 +1-80 +/-80 +1-80 +1-80 +/-80 +/-80 3116"TEMPERED GLASS J M N 39 +1-80 +/-80 +/-80 +1-80 +/-80 +1-80 +/-80 +/-80 +1-79.4 +/-76.4 +1-74.3 3116'ANNEALED GLASS 41 +/-80 +l•80 +l$0 +1-80 +/-80 +/-80 +/-g0 +/-76.7 +1-73.5 +/-70.9 +/-69 7116"AIR SPACE SHORT L _ 0) W c .090"PVB f� (p W IaavS 43 +/-80 +l-80 +/-80 +1-80 +!-&l +/-BO +/-77 +1-73.1 +1-89.6 +/-66.9 +/-65,2 INTERLAYER SIDE ® rn Z d' a 45 +/-60 +l-8D +/-80 +/-80 +/.80 +/-77.8 +/-74.1 +/-70.3 +/-67.5 +1-63.9 11 u � F F 3 47 +/-BO +1-80 +/�0 +/�0 +1-79.2 +l-75.4 +/-71.7 +/-68,1 +/-85.1 CO Z F 49 +/-80 +/-80 +/-80 +/-80 +/-77.2 +/-73.3 +1-69.5 +/-65.8 5 D ❑ W aro�5 51 +/.80 +/-80 +/-80 +/-79.4 +1-75.3 +/-71.3 +/-87.5 518" , Z Q. N 53 +/-80 +/-80 +/-80 +/-77.7 +1-73.5 +1-69.5 GLASS BITEVIR j O � Z Q 55 +/-80 +/-&1 +/-79.6 +/-76 +1-71.8 1� LONG ❑ cV 67 +/-80 +1-80 +/-77.5 +/-73.8 SIDE lu W U 59 +/-80 +1-79.4 +1-75.4 EXTERIOR v X W li ❑ d 611. +/-80 +1-77.6 +/-73.5 rs1 21 13 ant , 63 +/-80 +/-75.8 65 +/-78.8 +1-74 67 +1-n.2 GLASS TYPE 3 `\111111 66-718 +1-74.9 •� SHORT ��` NY LYNN 1)TIP-TO-TIP DIMENSIONS SHOWN.FOR INTEGRAL FIN AND EQUAL LEG WINDOWS,SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION IN _1 SIDE ;���0''410ENSF '��� THE TABLE TO DETERMINE THE WINDOW SIZE. Q";• •,P 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. Ne.58705 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS -* •1 *y COMPLETELY FIT WITHIN. An ��NAII I il t 1111. A LYNN MILLER,P.E. P.E#58705 f! 7 DETAIL E: � -I .126,MIN. MULLION TO MULLION DETAIL C: INTERSECTION NOTES: MULLION DIRECTLY ATTACHED TOML LLION (U-CLIP) u MASONRY STRUCTURE IN MAY BE INSTALLED IN'TEE'OR'CROSS° o (STANDARD CUP SHOWN) VARINTERSECTIONS. g Es 2)MAY BE INSTALLED HORIZONTALLY Sz` d (SHOWN)OR VERTICALLY. Tn.ANWOR a U I EITHER THE I PER SUBSTRATE, 3)SEE U-CLIP DRAWINGS,SHEETS 21-23 Ul STANDARD OR I SEETABLESII-438 TOP VIEW FOR CORRESPONDING MULLION. o 2 Am CLIP MAYBE I I MULLION .� I EDGE DISTANCE _ W _ INSTALLED BY FOR MASONRY tNW� •••I fA THI9IAETHCO ANCHORS VARIES I K J N12STBELSCREWS, I'I SELF-DRILUNG OR PRE43RLL '2 S `\^`\�MUwONANDUSESM3 O LU m oA co I dna. ! MULLIONz O I EXTERIOR d , THE OFFSET CLw IS 2 D ~o EDGEDISrANCE UCUP `` FOR MASONRY ° .v, FPl-FRAF�D LINTERSECDONImu ANCHORS WINDOWS,BUT MAY U-CUP I �' z i ALSO BEUSED FOR EXTERIOR 8 4 r- Z z I OTHER FRAMAMETYPES. ,- i TIP.ANCHOR d Z ZZ Q N 01 PERSUBSTRATIZ. d H Q O Z-� SEE TABLES IIB-13B Q TYP•ANCHOR SEE SHEETS 21-23 FOR R N I--W BO>30 PER SUBSTRATE, HOLE LOCATIONS o y g H CO CO BUCK IP SEE TAB[.E91B-13G FRONT VIEW EDGE Q y Y DIATTACHMENSTANCE ® BY OTHERS,SEEN�1• Or TA�L� Z Q O 0 EMB®I ktrllt SFEEF 1. �I- a EDGE S d Z yfA ••'-,.f.' '. J •- DISTANCE OI' m,E'er SEETABLES MIN2.7 RSI CONCRETE CRCMU LAIN 2.7 KSI CONCRETE OR CMU 1EI-13B DETAIL D: SIDE VIEW PRODUCT REVISE I'g' FRONT VIEW SIDE VIEW MULLION ATTACHED TO 2SCOMP with the Florida 11 STEEL STUD Building L`oglo (STANDARD CLIP SHOWN) NOA-No. 17-0630.01 STRUCTURE Expiration Dat©05/26/2021 INSTALLATION NOTES: If TYP.ANCHOR my 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. e.HMENT PER SUBSTRATE, ® Miam a Productntrol SEE TABLES I8-13B 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION � SEESHEErSONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THEANCHOR TO ANCHOR DISTANCE,THE 21.23 FOR CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE HOLE FOLLOWING SHEETS.FOR DETAILSA-D,EITHERTHE STANDARD OROFFSET CUP MAYBE USED. LoumoNs 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEMEAD OR FLATHEAD. MuwoN4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,THIS SHEET.5)FOR MASONRY APPLICATIONS IN MIAMI-DARE COUNTY,USE ONLY MIAWDADE COUNTY APPROVED ISTANCE1L ,11ELCO ULTRACON OR ELCO IIA"S.S.AGGREGATOR MASONRY ANCHORSAI R STEELSTUDS THINNER THAN 3BABLEs �� . ....L......FRONTVIEW GRAND COMPLIANT WNH THE FL BUILDING -•'� •ODE,A 2X WOOD BACKER MUST USED. BYOTHERS. ••,'A EXTERIOR USE WOOD ANCHOR SPECS SIDE VIEW. *: No.s8705 7t- NOTES: '•� 1)FOR 2X WOOD-BACKED STEEL STUDS,WOOD d T .. ANCHOR VALUES MAY BE USED. .p'•,•.�ATE F ' i CL`s'•.�ORIDP.-•'-•\��� 2 TABLES SEE CORRESPONDING MULLION Q . SHEETS 5-20,FOR QUANTITY OFSCREWS. /C.rX I R% E. FL 58705 i I SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES: NON-IMPACT ORLARGE AND SMALL 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE 4 MISSILE IMPACT-RESISTANT PRODUCTS1) PRODUCT INSTALLATION,TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUE AND SHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL 1X OR 2X WOOD BUCKS IF USED, GENERAL NOTES„.....__..._�,....t MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARETO BE DESIGNED SMOTHERS. INSTRUCnON&-..._..._.»___1 V FIGURE 1: ELEVATIONSF ...»...»».._.,_.._.-.....1 u MULTIPLE OPENING wa)m FOR vERnrxt MULL ARCHES TO BE 2}THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS,MULLIONS MULL TO 2X WOOD...._.._....„.2 MULLIONS --., � RECIABED wsIDE HAVE BEEN TESTED AS'FREE-FLOATING'AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL MULL TO tXA MASONRY._..„,2 -EE DETAILS SHAPENGtfLAR NOT HAVE A GRP OF MORE THAN 1/4'FROM THE CLIP. INSTALLATION NOTE-...,__._._..2 A-ET32 E MUL TO Wt50NRY__...,_„..___3 10 SMEET92� - MULL TO 3 cq ”- -- 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOAOS CORRESPONDING TO THE REQUIRED MULL TO MULL..................__..._.9 ` I _T� DESIGN PRESSURE MULLIONS ARE CALCULATED TO DEFLECT NO MORE TWiN.Lt780.THE 113 STRESS INCREASE WAS NOT USED ALTERNATATE CLIPS_»._»__.._4 to r- ii/:'� III / �:`i` IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SC.'REWS. SAY MULL INSTALLATION._..._..._.4 Z {}�,�� ♦♦ 1X2X-125 MULL SPECS___»„.8 w 0 Z i X 2X.376MMULL SPS_.__„.„..S N // jff IJF'({F•ItF. \` 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE W ....i !� \1 INSTRUCTION& 1 X2.76X.376MULLSPECS._-__-7 tt L to 1) 1 X 31126 .Wo MULL , SEE DETAILS / 11 II 1 X 3,126%.600 MULL SPECS-.,....9 � Z 0:1 ° ATHRUG; / T f 5)USE THE comSINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND 1 X 4 X.126 MULL SPECS,—._.._70 2 W 0 g SHEETS 2-0 Iii i }WEDE�Ls ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPLE UNITS,CONSIDER 1 X4X.3m TUBE MULL SPECS-11 � Im F � ED I ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THEIAWES7 ES GN 1 X 4 X.376'r MULL SPECS_,.11 F.. Q qD SHEETSG; '125X3.1S8X266MULUSPECS._i2 Z III I PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHAI.LRPPLY. � OPENING 125 X 3.26 X.100 MULL SPECS.....i3 3 Z _.I m Q VERT125 X325X.624MULLSPECS.__14 $ Z Wy 0 Mlllt FLS 5}WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND LIP TO THE NEXT SIZE SHOWN ON 7HETAHLE(S}. 125 Xssa%.624 MtAL SPEOS_..15 ,a Z a LENGTH 2 X 4 X.25 MULL SPECS_.—_...16 LU ? 0 SEE DETAIL E, °' L u 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST 2 X 6 X 25 MULL SPECS-.—117 q SHEET 3 BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT 128X Ztf X.t2b Mutt SPECS.».18 j N LLI h AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT 30'%325 BAY MULL SPECS_.»._.19 p REACTIONS. 45•X 325 BAY MULL SPECS_._.„.20 2 Z F-• ^Q N � MULLION 8 CLIP DIMENSIONS-.21-41 I- EXAMPLES 182_,...__......_._...,„.24 L9 Z 'LD FENESTRATION 8)REFERENCE:TEST REPORTS:FTL-6443;ELCO ULTRACONIAGGRE-GATOR MONS LOADING EXAMPLES...»_...___.._25 D' d a PRODUCTSMAY y < MusD STYPE 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING WQ, W Y aX MANUFACTURED CODE,AND ARE APPROVED FOR IMPACT AND N0N4MPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH 0Z to (O l i j j BY PGT. PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. U W ,d � 3: r= a Q 00 10)MULLIONS ARE M COMPLIANCE FOR USE IN THE HVHZ a ��7�--}} SEE DETAILS Q9� L HORIZONTAL A-D.GJi% 11)QUANTITY OF UNITS WITHIN AMULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING �3i a-� -y MULL SHEETS 2-4 WIDTHIHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA LENGTH HORIZONTAL PRODUCT REVISED Uia orlda MULL BM)Tas dh1g LENGTH INSTRUCTIONS: NOoA-Na. 17-0630.01 ADDITIONAL.EXAMPLES OF MULL CONFIGURATIONS: 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(L SS/FT'-)FOR THE OPENING USING THE ASCE-7 STANDARD. Expiratim Onto 05/26/2021 - E A WON TYPE THAT WILL FR THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. BYE” NULL f—dPENMOWIOTH� I'^HORIZ MULL LENGTH--) 2)CHOOSE MU MEam aProf uct Ont LENGTH r 3)REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS°RECTANGULAR•OR-TRLANGULAR/TRAPEZOIDAL'. OPE 4)FIND THE CHOSEN MUWONS MULLION CAPACITY{tBStFT'}FROM TABLES to THROUGH SOA,ON SHEETS 6 THROUGH 20 RESPECTIVELY,USING I HEIGHT THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY).THE H13E CE tt 1 MU LL LL f, �. �, ( MULLION) CAPACITY{LSSIF7'}OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBAM FOR THE OPENING OBTAINED IN LENGTH � �[ 6)FROM THE SAME TABLE USED.INSTEP 4)ABOVE,FIND THE VALUE IN THE NEM COLUMN ANCHOR CAPACITY REQUIRED(L8�.THIS VALUE REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. OPENLNG WOTN SINGLEMULLION SINGLE MULLION FORVERTICAL MULL 6)FROM THE ANCHOR CAPACITY(LSS)TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE \\\L NY LYNN ///, ,� OPENING MOTH ANCtiOR/SUB57RATEtANCHOR-CLIP PATTERN MAY APPLY)SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR ;\ ��..•.. •.•M! FORVER7ICAL NwLL CAPACITY IS MET, 'C,•'�}CENSF'•.{r_� SEE CORRESPONDING DETAILS MULTIPLE MULLIONS `.`�P�Y �,• FROM FIGURE 1 ABOVE, 7)IF THE MULLION CAPACITY ILBSIFT')OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBSIF7'1 FOR THE * Na.58705 •O ' OPENING,YOU MAY USE THE"ANCHOR CAPACITY ADJUSTMENT FORMULA*TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS CODES/STANDARDS USED: VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED,FOR THE SAME SUBSTRATE •2017 FLORIDA BUILDING CODEF8C),6TH EDITION t� •2014 FLORIDA BUILDING CODE PBC),5TH EDITION 8)VERIFY THE DESIGN PRESSURE RATING(LBSIM FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION %fid ATE ' •ANSI/AF&PA NDS-2016 FOR WOOD CONSTRUCTION CAPAGRY L BSIEM OBTAINED FOR THE MULLION SYSTEM.THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION ••.,F4OR10P,.''\'4 ` .ALUMINUM DESIGN MANUAL,ADM-2015 PRODUCTASSEMBLY. /ASS�ONAL E�C4 •AISI SIOO-12 •AISC 360.10 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED INA SPECIFIC APPLICATION WHEN USING THIS NOATO APPLY FOR A PERMIT. A.AN M4 AWA.E. FL P.E.#58705 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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 7)Drop Load Test,per CPCS 16 CFR 1201 (Cat 11)and ANSI Z97.1 (400 foot-pound impact) along with marked-up drawings and installation diagram of a series PW7620/PW7720 aluminum fixed window,prepared by Fenestration Testing Laboratory,Inc., Test Report No. FTL-18-7763,dated 03/19/18, signed and sealed by Idalmis Ortega,P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with,FBC 6th Edition(2017);prepared by manufacturer, dated 04/19/18, 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 L Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18, expiring on 07/08/19. 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 61h Edition(2017), dated April 20,2018,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated April 20, 2018,issued.by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 3. Proposal No. 17-1508 issued by the Product Control Section,dated November 16, 2017, signed by Jorge Plasencia,P.E.,Product Control Unit Supervisor. G. OTHERS 1. Notice of Acceptance No. 17-0614.11, issued to PGT Industries,Inc. for their Series "PW-701/720%820"Aluminum Fixed Window—L.M.I., approved on 10/1 and expiring on 02/1-9/19. 6 Manuel Per -E roduct Control Exa i NOA No.18-0430.05 Expiration Date: February19,2024 Approval Date: August 23,2018 E-4 GENERAL NOTES:SERIES PW7720A IMPACT-RESISTANT FIXED WINDOW DESIGN PRESSURE RATING IMPACT RATING 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH - VARIES, LARGE&SMALL MISSILE THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE SEE SHEETS 2-5 IMPACT RESISTANCE HIGH VELOCITY HURRICANE ZONE(HVHZ). 49'TIP-TO-TP WIDTH 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE 48"BUCK WIDTH 48"BUCK WIDTH 48°BUCK WIDTH DEBRIS REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE 30' 45-1/4"VISIBLE IN THE HVHZ,THE OUTBOARD LITE(CAP)MUST TEMPERED. 4 IGH VISIBLE 45-1/4°VISIBLE LIGHT WIDTH PRODUCT REVISED LIGHT WIDTH LIGHT WIDTH as ca+mplyiwg with the Florida 3)FOR MASONRY APPLICATIONS IN MIAMI-DARE COUNTY,USE ONLY •--•--I 6-12"MAX. �1 6"MAX. F.SHEET 8 2 M Building Cafe MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS.MATERIALS B,SHEEP6 D,SHEET HSHEET9 A.m.Nn lb-c)4- o USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 �1*pi;m��tionCONCRETEMASONRY UNITS AND CONCRETE WITIi MIN.KSI PER ANCHOR TYPE. roducL Ca 4)ALL WOOD BUCKS LESS THAN 1-1/2-THICK ARE TO BE CONSIDERED A I 96" C .I E.SHEET 8. 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS SHEET 6 A BUCK SHE1ET 7 C 96" G,SHEET 9 E.C' [7720A 03!16/18-UPDATED INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X � I HEIGHT L I I ES AND SIZES FOR ARE 1-12"THICK OR GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BUCK SS.TYPES 5$. BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. r r HEIGHT WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF i 93-114° I T / 93-1/4' ES NAME CHANGE TO THE ENGINEER,(EOR)ORARCHITECT OF RECORD,(AOR).' 12"MAX / VISIBLE 12"MAX. / 93-114" / VISIBLE FROM 720. O.C. LIGHT O.C. VISIBLE LIGHT 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL I / HEIGHT I / LIGHT - + I HEIGHT DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT EMBEDMENT. I / 97' T I / HEIGHT 96" M Y ❑ NARROW JOINT SEALANT I6 USED ON ALL FOUR CORNERS OF THEBUCK .^aa FRAME.INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL I n71P0 5"MAX. I HEIGHT W UJ z K a SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF HEIGHT O.C. 0 o "t � INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. I I I I I }r o q a7o0 O� N 6)MAX.1/4"SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION 1T 1 m v� W r WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS I I O LLC3C3 J u'te0 f� CAPABLE OF TRANSFERRING APPLIED LOADS.WOOD BUCKS,BY �B �— 12•MAX.O.C. 6" yD—�{ 12"MAX.O.C. TT F,H 2 go W OTHERS,MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS MAX. 2•MAX_ J W e ❑ 6-1/2"MAX. U U 6 IMPOSED ON THEM BY THE WINDOW. 5"MAX.O.C. WZ Go �E 7)DESIGN PRESSURES: TYP.FLANGED FRAME TYP.EQUAL-LEG FRAME TYP.FIN FRAME n j O z0 omG A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAUCYCLE TEST ELEVATION ELEVATION ELEVATION o _ o PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM El 300. Z FILL - B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, g j O STRUCTURAL/CYCLE TEST PRESSURE,FRAME ANALYSIS AND GLASS FIGURE 1: J W PER ASTM E1300. 12"O.C. SHAPES AS SHOWN BELOW OR SIMILAR,MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK ¢ W GUIDE TO SHEETS: F C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. MAX. AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2-5. (1) +aav5 GENERAL NOTES........................1 ANCHOR SPACING TO BE 6"MAX.FROM CORNERS AND 12"O.C.MAX.FOR ALL CURVED FRAME ® m z to rJ) 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNEDTO ELEVATIONS................................1 MEMBERS,SEE FIGURE 1,THIS SHEET. LLI ~ RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN GLAZING DETAILS.......................2-5 O O Z PRESSURE.THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN DESIGN PRESSURES.,................2-5 12"O.C. WIDTH WIDTH�-•WIDTH�{ I--WIDTH--_j WIDTH-� Q ❑ Z aloa5 f THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS INSTALLATION,FLANGE.............6 MAX. - / — — < Z J USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS INSTALLATION,EQUAL-LEG.......7 T r -1 T , To � T f , O z Q THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS INSTALLATION,INT.FIN A...........6 W n SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INSTALLATION,INT.FIN B...........9 'I�Li / L9 I / I L I .�/ FOR CORROSION RESISTANCE. CORNER ASSEMBLY...................10 m /�/ w w w O W EXTRUSION PROFILES................10 6° 11 _` _ I - (7 [L 9)REFERENCES:TEST REPORTS FTL-3835,3650;7212&16-7763;ELCO PARTS LIST. MAX' 1 1 L. J L_ —-1 _-U. asap saua5 ULTRACON NOA;ELCO CRETEFLEX NOA;ANSVAF&PA NDS FOR AND NUM GN MANUAL. T_ 10)THE 70720A SERIES WASH ORMERLYICALLED TIHE 720/620 SERIES. T BL 1 Sheet T r DTH { T�-WIDTH; T WIDTH T WIDTH�{ `NY LY/V ft Description q = _ _ �..• CACENSF'•.C�� CODES f STANDARDS U5ED: 1 7116"Lami 3116°An-.090'PVB-3/16"HS 2 w �` w r' w0— — w �'•• •' i No.58705 •2017 FLORIDA BUILDING CODE(FBC),6TH EDITION 2 7116"Laml 3+16"HS-.090"PVB-3/16"HS 3 = _1 _ �. •ASTM E1300-09 3 1-1l16'Lami.IG(3l18'T-7116'Alr-311fi"An-.090'PVB-3116'HS 2 1 1 � , �L J �ANSVAF&PA NDS-2015 FOR WOOD CONSTRUCTION 4 1-1116'Lams.IG(3/16"T-7118'Air-3/16'HS-.090'PVB-3118"HS 3 l/l Y ��// AL DESIGN MANUAL,ADM-2015 5 7/16"Laml(311B'An-.D90'SG-3/16'An) 4 WIDTH f" WIDTH `WIDTH WIDTH �Ap Si TE '•.-� •AISI SI OD-12 6 7/16°Laml 3+16'HS-.090'SG-3116"HS 5 ——— ——— r——— r— —-t T r—I .�••. �, �v� •AISC 360-10 7 1-1l16'LemI.IG(3116"T-7116'Alr-3116"An-.090'SG-3/16°An 4 T Ti Ti I F ��`s'•-,<ORLDP•••'G\�� 8 1-1718'Lmn1.IG 3/16"T-7/16'Air-3/16°HS-•090'SG-3116-HS 5 ,d/ I I d/ I . ONAL THIS SYSTEM HAS BEEN TESTED TO MEET THE 400 FT{8 "SG"="KURARAY SENTRYGLAS®INTERLAYER'BY KURARAY AMERICA,INC. = f� = I = I 9' I = '// I 11110, 1 KINETIC ENERGY IMPACT LOADING REQUIREMENTS OF "PVB"_"KURARAY TROSIFOLP PVB INTERLAYER"BY KURARAY AMERICA,INC. 1 1 1 1 A LYNN MILLER,P.E. ANSI Z97.1 WHEN USING GLASS TYPES 6 OR 6. •L P.N MILLER, PGT Industries,Ines NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC-So' Edition {2014} and FBC-Wh Edition (20147, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller,IP.E. 2. Statement letter of no financial interest, dated 06122/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. G. OTHERS 1. Notice of Acceptance No. 16-0218.03, issued to PGT Industries, Inc. for their Series "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on 04/14/16 and expiring on 05/26/21. i i 5 � y G 4 E E a Jorge M.Plasencia;P.E. I P duct Gnutrol Unit Supervisor NOA No.17-0630.01 Expiration Date: May 26,2021 Approval Date: November.09,2017 E-2 - i DETAIL F: DETAIL G: DETAIL H: FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION r (F-CLIP) (ANGLE CLIP) (ANGLE CLIP) o 4� 02 O 9EE13ETAB3 A-0• 30'OR 46' -- SHEETS 2 AND 3 FOR INSTALLATION SAY MULL TO SPECIFIC SUBSTRATES. Ln' C4 MUWON S 0 D 0 Zv w ui O O O jo J � O O TOP VIEW D:a SIDE VIEW Lu U o SHaIMN WITH VX 4•X.125'. I TOP VIEW I I F z 10 0MULLION TYP.ANCMOR Z .EXTERIOR 1 1 / PERS11215MATE, 7 V m I ' 1 SEE TABLES 13B OR 168 Z 7U 1 'TYP,ANCMOR g 5iAM1AR0 MULLION CLP I I PER SUBSTRATE, I I EXTERIOR -I Z U�aZ MODIFIEDTO FR FIELD I 9EETna cv l&11B ® I I I — �.. CONDITIONS. -I I 1 2 MUWOCLIP, 1 I I I 2PER N END.MUST 0 N I 1 IW I INSTALLED INSIDE OF BAY NL.IA � i-� CD (O ION I j U J LU X 1' g` j1 I I 2'X6'X.12S F= Do Tn D) I I I ANGLE CLP, V Z Q I I I 2 PER MULLION END. Q Z 0 0 MUST BE INSTALLED D. m W I I I INSIDE OF MULL a 0 SD PRODUCT REVISED -,,__TYP.ANCHOR Ch e5 eomplyln9 with the Florlda PER SUBSTRATE, BuBdInB Celle SEE TABLES 18-125 INTO WOOD NOA-Io. 17-0630.01 STEEL,ALUM EZPlmtlon bate S/2612021 INTO IYOOD,STEEL STANDARD CLP TO BE EXTERIOR OR MASONRY WMOR IOU ALUM,CMU OR MASONRY MODIFIED INFIELD. ` > By ly M•nmND` F—..F-d..t Con ' EXTERIOR Y0 11 INTO WOOD,STEEL ' ALUM.CMUOR MASOIIRY EDGE O ® ® DISTANCE (j j PER 2 ANCHOR •--�'-——$ �• vi 1 I 1 1 EDGE DISTANCE £ NOTES FOR INSTALLATION OPTION G 8 H: `\\aONY LY4�'ii� PERANCHOR ' O 7 �� •'jCENS' 1)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION. z •' F ';�tt\ NOTES FOR INSTALLATION OPTIONS R '•� 2)DETAIL G:SEE TABLES 113-14B FOR ANCHOR QUANTITIES AND SHEETS 21.23 FOR HOLE _ ; No.58709 —_ 1)DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.28'X 2.1 V X,725'MULLION. LOCATIONS. �WAT. 2)SEE TABLES 1 8-138 FOR ANCHOR QUANTITIES AND SHEETS 27-23 FOR HOLE LOCATIONS. 3)DETAIL H:SEE TABLES 15B OR 1fiB FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE 0 Q•.,LOCATIONS. ® T 3)THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. ��F�•'•'c�OR10P,. •����` ° A.LY�NIINWELtn,P,E. v FL P.E.#58705 TABLE 20: Item Dwo.0 Description Material ASSEMBLY DETAILS 1 7002 Main Frame Head,5111&Jamb 6083-TB Alum., 2 7071 Anchor Plate 6063-76 Alum. ALL DETAILS SHOWN FROM THE INTERIOR 3 7003 Sash Top,Bottom&Side Rail 6D83T6Alum. 4 7008 Frame Corner Kev Steel 5 7009 Sash Comer Key Steel 3 6 7078 Frame Gasket Vinyl Foam 7 7072 Sash Corner Gasket Vinyl Foam 8 7070 Bulb Weatherstrl .187"x.275" Flex PVC 70 - 10 7024 Maxim Multi-Point Lock Steil SASH 11 7026 LockSupport Plate Steel 12 7014 Multi-Lock Keeper steel AS REQUIRED PER CORNERS , 2 i 13 7013- Tie Bar Guide Nylon TABLE 3SHEET 4 1 14 j 7015 Tie BarAssembly Steel or SS 15 7028 Maxim Dyad Operator,W W<--24" Steel b 16 9027 Maxim Dual Arm Operator,W W>24" Steri 17 7030 Operator Gasket Vinyl Foam 18 7031 Operator BackinPlate Steri 7 19 7051 Operator Spacer Biotic Nylon 3 20 7032 Stud Bracket Med 21 7033 Operator Track&Slider Dual Arm Steel 22 1 7023 lEgress Hina(Heavy Du Manuf.by Truth steel ' 23 7050 Egress Hine/Washable HD) Manuf.b Truth Steel 5 24 Snubber Anti-blowout CII p Steel 32 1713 Setting Block 5/32"x 3/16"x 1-1/4" EPDM 33 1714 Setting Block 5/32"x 7/19'x 1-1/4" EPDM 35 7036 Lam[Bead B 6083-T8 Alum- 85 36 7042 Laml Bead BD83-TBAIum. 37 7059 Lami Bead D 6063-TB A]um• 38 1 1224 IVInvI Bulb Ws Thick Flex PVC 70 1 39 1225 IVInyI Bulb Ws (Thin) Flex PVC 70 5o Dow 899S111con Backbedding 60 7006 Screen Frame 3105-H14 Alum. INTERIOR 61 7040 Screen Comer Key Polypmpolene •� 62 Screen Cloth - Fiberglass 8 63 1635 Screens line EM.PVC 64 320 Screen Spring Stainless Steel 4 70 134 Add-on Flange 8063 TB Alum. i 71 7004 Frame Ass Tube 61383-713aum• FRAME 80 #8.32 x 2"Ph.Pn.Mach.ScrTYPE B Stemless Steel 81 1157 #8x1/2"Ph.Pn.SMS Stainless steel CORNERS PRODUCT REVISED 82 #8 x 5/9'FI.Ph.SMS stainless Steel m complying with 0x:Flaids 86 Buildinyll" g Code ei #8x7/8"FLPh.SMS 9lainlasaSteil tt1111,I,�7 Accepaar<ivo/ -o(0!4•!¢ 84 #8x 1"FI.Ph.TEK Stainless Steel � ON.....,.N iii' Revised By: Date: Revision: irslioe Dffie 85 #8x 1"Quad Pn SMS Stainless Steil ;� �/ NO CHANGES THIS 8y \��.•'•CtCENSP•.�(� JR 05/25/17 SHEET. Minmf adeprodud Ckxrool Stainless Steel Revised By: Dai.: Revision: 86' #8 X 1-1/2"Quad Pn SMS Q; 87 #lox 1/2"Ph.Pn./TEK Stainless Steal No.58705 89 #10-24x 9/16"Ph.Pn.TYPE F Stainless Steel - * �•- I 90 #12x 1"Ph.Pn.TEK Stainless Steel --0 = - ® D—Kpf7.n: Drown By: _� .QrST BOM AND CORNER VIEW J ROSOWSKI a� ��� 1070 TECHNOLOGY DRIVE C� '•FLORIDA,.' \��� N. VENICE, FL 34275 T111e: Dofe: sis/DNAL ENG��� (941) 480-1600 00 CASEMENT WINDOW DETAILS-LM 8k SM 08/08/12 r,ll 11 l lilt PGTe1DUSTWEa,u1C. Series/Model: Stole: wing No. Rer. A LYNN MILLER,P.E. ALL MGln6 RESERVED CA-740 NTS 100E 11 MD-CA740-LM C P.E.e 68705 CERT. OF AUTH. 29296 .062' 1.124°I••� NOM. .434' —7}I- 2.9W .125' I SILICONE HOT-MELT BUTYL •439' .062. 2.701* STRUCTURAL NOM. SILICONE 1.15(' .062° STRUCTURAL 1W NOM. FOAM 3H6'NOM. POLYISOBUTYLENE WITH 2.764• 2.139' WITH DESICCANT DESICCANT .093' EXT.GLASS EXT.GLASS FRAME HEAD, SASH TOP, FRAME O SILL&JAMB O BOTTOM&SIDE 71 ASSEMBLY TUBE #7002,6063-T6 #7003,6063-T6 #7004,6063-T6 INT.GLASS INT.GLASS 1.358' 2.203' 100 KODISPACE 101 SUPER 11.000' 4a1' �4SGTPS SPACER NXTT"' -C .423' FIXED.095' I .093'+Mj .093' J O ANCHOR PLATE O SCREEN FRAME O ADDON FLANGE ALUMINUM 2 #7071,6063-T6 60 #7006,3105-1-114 70 #134,6063-T6 REINFORCEMENT POLYISO- DESICCANT FILL AREA BUTYLENE 5116'NOM. 5N6'NOM. SEAL DESICI CANT SILICONE SEAL .050' •706 .0.. 'f ROLL-FORMED I►rL`� FOAM STAINLESS STEEL EXT.GLASS .665' .666' EXT.GLASS _ L� 35 BEAD B 36 BEAD C INT.GLASS INT.GLASS O #7036.6G63-T6 O#7042,6063-T6 DURASEAO) XL EDGE`"' 102 SPACER 103 SPACER .172' .070' I ,050' .569' 37 BEAD D PRODUCT REVISED #7059,6063-T6 ascompiyingwith theFATrida Part# Description Material Acceptance ccepts Code I ��D��'°6�4-2 i� 100 Kommeding 4SG TPS Spacer System ,� Revised W. Dote: Revision: See this �� ON........ ,Ljj �i NO CHANGES THIS $3 101 Quanex Super Spacer nXT with Hot Melt Butyl ��•'�IOENS �� Sheet for J R 05/25/17 SHEET. Mtumi ado � _:' F •'•.F 102 Quanex Duraseal Spacer Materials Rovised By: Dote: Rev s;on:103 Cardinal XL Edge Spacer No.58705 REFCE TEST REPORTS:FTL 6970 ,,D _ ® Description: Drawn By: ;p •. `(��•I� rbrk�:r�� EXTRUSIONS&SPACERS J ROSOWSKI �0�'•• �/ 1070 TECHNOLOGY DRIVE N.VENICE, FL(col) 480-IGHT 1 0075 CASEMENT WINDOW DETAILS-LM&SM 08/08/12 ���IIIIIIIIIT` PGT INDUSTRIES,INC. Series/Model: 5[018: Sheet: D""i"No, RBv: A LYNN MILLER P.E ALLRIGHMRESERVED CA-740 NTS 11 OF 11 MD-CA740-LM C P.E#56705 CERT. OF AU H. 29296 � b I DETAILA DETAIL B: MUWON MULLION TO 2X WOOD BUCK 'e"'ION MULLION ATTACHED TO 1X EucXsrftw TYP.ANCHOR pY OR WOOD FRAMING WOOD BUCK AND MASONRY ATTACHMENT �SEET BEs 18-138 S (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) BvoTHERs, a SEE NOTE 1. V SHEET I. W. I MULLION I .�..• ISY fA j. 1 I SEE SHEETS b b I MA72.714SI 1• �' EDGE W 7 . OF E1TFHi THE I I 21.23 FOR HOLE ° i CONCRETE OR CMU',' 6EH SEE TABLES fn . LOCATIONS eI STANDARD O f e I EDGE DISTANCE 18-136 UI LY _ OFFSET NULL a EDGE c o I a FOR MASONRY � W ¢ p g 1— CUP MAY BE / ANCHORS 0 INSTALLED-TH& n I I SCREWS •( j i WOODI SIDE VIEW Z mLLI THIS METHOD. 360'MAXFOR °' ' I– O ALL MULLIONS ERHEft TL£ .. Q " ° STANDARD OR Q e 'e < .4 OFIP MAY BE ? 7 U °, n INSTALLED BY W 7 ~ $ Z ° EXTERIOR THS METHOD. Q U) n a °' EDGE r r ° DISTANCE 4 2 F Q N e ° Z n MASONRY n .t v m H- Q ..Z m THE OFFSET CUPIS ANCHORS (Ua7 ¢ OO T•�� .a RECOMM T—c FOR A � J 9 - EXTERIOR e d WINDOWS,BUT MAY $ � 4 Y Y OTHER FRANT TYPES.SED 4 V Z Q O O Z goo A TYP.ANCHOR TYP.AN PER SUBSTRATE. PER SUBSTRATE, TYP.SUBSTR 6FF TABLES 18-138 PER SUBSTRATE. �sEETABLES I&16B PRODUCT REVISED 6EE TABLES 18-`168 EDOWEND BUCK$7RIP as COmBplying with the Florida DISTANCE BMlldin Co SEE TABLES gTTgCMg.IT NCA-No. 17-0630.01 EUCKSTRIP i&1J8 T BYOTHERS, Oh10E� AND EMBEDh1ENT �' SEE NOTE 1, G[piration Date 05/26/2021 ATTACHdENT , •'.e' 6HEErl. r. BY OTHERS _ - BY SEE NOTE 1, Miami o roduct Control SHEET I. '•' MN 2.7 KSI CONCRETE CR CURT SIDE VIEW FRONT VIEW FRONT VIEW INSTALLATION NOTES: 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ' .. L{111111111 2)QUANTITY OFANCHORS AND MULLION SIZE SHOWN ABOVEARE FOR PICTORIAL REPRESENTATION ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THEANCHOR TO ANCHOR DISTANCE,THE ��a't�;•''t10ENSF ��(��i CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE �' •'•P No.58705 FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR OFFSET CLIP MAY BE USED. _* 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3, SO, �ATNO �� i 5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED I ELCO ULTRACON OR ELCO 1/4'S.S.AGGREGATOR MASONRY ANCHORS. _ //,, NA�-1�?G``. A.LYfN MtLLLER,P.E. FL P.E.#58705 TABLE 4A �' Mullion CapackyTabla bWW Oponina Width(for terdeRkLsparcirg nuAliors)orOponing Height(for horiaaYBilysparvdnO mtAiors) C d _ 50 in Min 701. 301n Goin tool" linin 1401n 1601. $•` p Reelatp ler Tr.plBag. RooWnguWr 7iap70Wg. Re W*w TmOTltmy. Ree6tsda' T.Wdalg. Reolalada Trwftil-g. Reetapulac ;7ie{JTdnng Racctan®Or TrepryllaW. EiaGot TrapRdag. 1lwtengJer T4e{r/70.n& m r¢ ."0 AlunL I.Aeft �laadng Lwdng Landing Loaft Lwdna Loading LmdBrD L.Bdng LwAng Loadng lotting LwdkV L-ling Laading Loadne Lw&g Loa w Tube ., 'Fs I&I6an �. a �o H alas � �' Via. � Nrs2 9 a s est �g . s o s s'o ae ao s� rc € tz �o to 2L � 1 z �� �� 3sa 4o: .2 �� to 3 ZO L3J 421n 7TMO SM 170.0 435 170.0 744 170.0 470 170.0 BW 170.11 5W8 170.0 992 170.0 519 170.0 1116 170.9 521 170.0 1240 170.0 521 17MO IRS 170.0 S21 158.7 1820 170.0 521 138.8 ISO 170.0 521 r�7 J C0 401. 770.0 708 170.0 624 170.0 BW 170.0 564 170.D 992 170.0 W0 170.0 1133 170.0 601 170.0 1275 170.0 677 170A 1417 1700 660 141.7 1417 1740 680 121.5 1417 170.0 BW 106.3 1417 170.0 Sao LL C0 50.M In 170.0 747 170.0 W3 110.D 800 1700 601 8711.0 1046 170,0 084 170.0.1195 170.0 723 1826 1266 170.0 747 146.3 1286 170.0 758 121.9 72W 170.0 768- 104.5 1788 770,0 760 81.4 1288 170.0 760 W 54 in 170.0 707 17MO 612 170.0 DW 170.0 S91 170.0 1116 INA 754 15D.7 1130 170.0 8W 133.0 1130 17D.0 607 120.8 1130 470,0 BW 1005 1100 170.0 861 60.1 1130 170.0 Bet 75.3 1130 170.0 881 � 7 cocD w W h 170.0 885 170.0 7D1 1485 915 162.3 761 125.5 915 144.6 748 100.0 915 7323 735 87A 815 123.0 726 87.8 015 118.5 r1D 732 915 114.4 715 62.0 015 MA 715 SCO 013 114.4 715 q H 0 W h 151.6 830 1819 710 120.5 830 130.9 694 105.5 830 1232 601 949 070 112.2 870 84A WO 101.0 662 75.0 830 99.4 050 033 BM 849 049 542 600 64.1 649 47.4 830 94.1 640 d V m Q , W in 1321 757 140.0 BW 110,0 757 178.6 e0fi 04.3 757 105.9 624 82S 757 98.1 614 73A 757 60.1 1100 W,0 767 642 600 65.0 757 79.0 5M 472 757 78.2 Ill" 41.3 767 782 507 vi ? 111 g Ay � a v j 721. 101.7 830 7088 602 04.8 030 91.0 .510 71.7 830 60.1 530 WA WB 722 521 685 WB 60.5 614 -50.8 630 823 500 42.; BW 572 500 36.3 636 65.3 497 31.0 600 552 407 ,J J❑ U Z 5 Teh 60.5 671 BOA 0. 721 571 788 460 8 07.4 478 54.1 571 60.6 471 480 571 65b 164 432 571 54.8 459 36.0 571 87.0 451 30.8 571 44.8 417 27.0 671 M.6 44B n 781. 60.0 542 83A 474 60.7 542 70.8 IeS 67.1 643 621 458 W.D 542 55.7 449 {4,{ 612 51.0 442 10,0 512 47S 437 373 542 429 429 286 542 40.6 425 280 912 40.7 423 Z 1- a 60 h 521 407 53.7 387 .114 407 43.4 355 372 407 3411 3/B 325 407 35.3 343 289 407 321 3N 20.0 407 2B.8 374 21.7 407 26.1 327 18.8 407 24.1 371 189 107 M.0 319 Q ..Z no Go in all 3M 44.1 320 35.8 358 37,2 314 30.7 358 324 309 20.6 358 J... 2- 238 350 20.1 300 21.5 360 24.0 286 179 350 21.0 aBa 15.3 358 182 284 a N x� ��E I W h 30.1 260 30.8 255 25.1 281 25.1) 251 21.5 260 71.5 247 18.8 Z3 18.7 283 18,0 240 15,7 2M 185 237 Wn1171. 27.8 208 28.3 242 231 26'7 218 238 19.8 267 lox M5 17.3 297 15.4 207 183 228 ® LY 4V Y N 12., 22A 229 223 M9 183 2M 16.6 205 1ST 2M 18.2 2021 [7 0.`K ZON TABLE 4B ANCHOR CAPACITY ADJUSTMENT FORMULA: 9 i Anehor ae Table bs ANCHORCAP.,e,,,,, apIL'�K 8ubstpc 2.1k Caner&s 3,5k Cmc. F1oll.w CMU Filed CMU PT wood Metal (OP,,,)X� )=ANCHORCAP_ U a 1101-3 ' 918•Eko 11435 EWe 51E Eloo 114'SS Etbo 010 sten 8129hM 072 Steel MUWON CAP.,m,.w AnehorTy7n: 9H8'Elco Ill.mon 1H'Elea Umae.n 3178"FJoa lbwcp. t/4'Eco UlUacen Apprettamr Sera9(G5)B-(G5) fl m(GS) USE THIS FORMULA TO OBTAIN THEANCHOR Anchor CUP Patterns OIDmn. Apbrer3ator uto-aeon PRODUCT REVISED Edw DL7tam.9n) 1- 2-7/r r 2-1/r 3-V8• V 2-1m V 2-1W 2• 3-116• 2• 0.46• 0.54• o.324• CAPACITY REQUIRED•CORRESPONDING TO AN as complying with the Florida Embedmmn On I V4• 1314• 1-314 1514• 7 1-1/4 1-114' t-1/4' 1-114• 14M 1.114' 2' 7318• 1318' wls. ACTUAL PRESSURE REQUIREMENT FOR THE Building CCoodde 2Anohm 04.75•MIn.O.c./9 "Offset Qlp(Mg.1r. 99069 390 Oxi 450 lbe 690[be 1644 Ce 27016e 2601¢ 354 lbs 440 lbs 374 Me 66410. 9468. 341[be 4421m as OPENING,WHEN IT IS LOWER THAN THE MULLION NOA-No. 17-0630,07 4Annhon D1.15'MKO.C./atdndmd(arOhet)COp 1970.2): 480 be 7DO 9. NIA WA WA WA 360 Wa WA WA WA WA WA W29m 5 77M bs CAPACITY(FROM THE TABLE) SELECTED Eltpiration Date05/26/2021 d Mckas 09'MW.O.OIp)2r5Anyetlips/ffiD.3S 7869s 780 be WDlbe 1560608 18961Ds 640 It. B60W. WA 760 Set 748Ibs 860 Im 189210e 682 Wa BBS ha 11209u MUWON.RWILL YIELDAMWIMUM ANCHOR 2Ancnomg0.45•MW.O.C.I U�Up.bdo.125'Ahan.(Rc.4k WA WA WA WA WA NIA NIA WA WA WA WA NIA, WA 715 ba CAPACITY WHICH MAY BE USED TO QUALIFY BY 1ArcfmlFCep(F6).5): 19510s t957be 22503 4456s SM ft 13569 t4olm m1m aro its TBT lla 33z ros 4n em 170 Ba alt Ws 260 Wi. ADDITIONAL ANCHOR OPTIONS FROM THE Miami-Da ue trial 2AnM=@I.15.Mie.O.CJ F42ip 1Fl0.07 240160 360 Ins WA NIA WA WA 1901ha WA WA WA WA WA 34164 44216s SW Ws ANCRORCAPACITYTABLE. NOTE FOR THE OFFSET CLIP,USETHE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. Cl)CIRCLED VALUES ARE USED W THE EXAMPLE ON SHEET 24. FIGURE I: .FIGURE4: TABLE NOTES: - -.- 1.000° f••- 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. 7- • SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. I 1111111 r 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. \ N 1/I 7G �0•.-....-.N,y� FIGURE T.Fe -1 F I3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS 21-23- 2.750' ���� 1.10EN '•�C(�� HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. A. NO 5870b '•� ANGLE CLIP MUST BE USED IN PAIRS. - 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED //� . CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRMURE-TREATED FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF.125• >O ATE O , THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045•THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT �� • LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW T HREA13S BEYOND 1'X 2.75•X.6W MULLION �i Fs'• OR/0?.•'G\2�` THE MATERIAL.#10 8#12 ANCHORS INTO WOOD MAY BESTEEL,16-8 S.S.OR 410 S.S. i"l/`S/ONAL 1�N A.LYIJAA LLER,P.E. FL P.E.#58705 FIN FRAMES ARE ONLY TO BE USED TYP.ANCHOR TYPE, 2X WOOD BUCKSTRIP INSTALLATION WITH GLASS TYPES 1-4(PVB INSTALLATION EMBEDMENT AND EDGE EMBEDMENT OR FRAMING,SEE TYPE J INTERLAYER),NOT TO BE USED WITH TYPE K DISTANCE PER SUBSTRATE, NOTE 2,THIS SHEET EDGE GLASS TYPES 5.8,(SG INTERLAYER). SEE TABLE 10,THIS SHEET DISTANCE 1/4"MAX EDGE DISTANCE --�{ EDGE I SHIM - INSTALLATION DISTANCE 2x WOOD BUCKMIP 2X WOOD BUCKSTRIP TYPE I O OR FRAMING,SEE OR FRAMING,SEE O NOTE 2,THIS SHEET NOTE 2,THIS SHEET PRODUCT REVISED m complying with*A Fbaim -- TYP.ANCHOR TYPE,EMBEDMENT AND BuildinCNo t 1/4"MAX EDGE DISTANCE PER SUBSTRATE, alio[Date 3 SHIM 6 SEE TABLE 10,THIS SHEET EMBEDMENT By Miami nda Product 3. EMBEDMENT SIDES OF . ,2 USED FOR ALL IIL � NO CHANGES THIS SHEET. 8 ARCHITECTURAL EXTERIOR SHAPES @ 11-718" _ 29 D.C.MAX. EXTERIOR 11 WINDOWINSTALL `�- VISIBLE LIGHT WIDTH= 5 i m INSTALLATION W Y _ BUCK WINDOW BUCK WIDTH-2-314" ) vi a 733 w TYPE L 114 WINDOW BUCK WIDTH HEIGHT EXTERIOR Q W a SHIM HORIZONTAL SECTION E-E (9 N a� n VISIBLE p O i Z a ~ �mo,p o LIGHT Z u. tD S HEIGHT= 9 ce LU _ C=Jd ¢ WINDOW STEEL SELF-DRILLING BUCK SMS(G5),SEE TABLE TABLE 10: Lu Z OD < O N HEIGHT- 10,THIS SHEET Min.Edge Max.O.C.' >r Z 2-314" Anchor Substrate - O R O Distance Spacing Z 0 O 2-112"x.113°Box Nail Southern Pine SG 0.55 LL 5/16" 5" ~ 0 MRATE ADE APPROVED MULLION(SEE 2-11T x.131"Cornnlon Nail Southern Pine SG=0.55 3/8" 5" � 00 SEPERATE NDA),ALUMINUM,STEEL FRAMING J OR STEEL STUD.SEE SUBSTRATE 2-1/2°x.145"Roofing Nall Southern Pine SG=0.55 3/8" 5" Q PROPERTIES,TABLE 10,THIS SHEET Southern Pine SG=0.55 112" 5" ® `8N+ (j Iaa45 0.093°Alurninu 6063-T5 5/16" 5' m}� O #10 x 1"Steel Screw(G5)• rrn. F 21 1/16"A36 Steel 5/16" 5°b4i � O g 6 2X WOOD BUCKSTRIP 0.045" 18 Ga Steel Stud,Gr.33 5/16" 5" 0 Z •MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. 715 OR FRAMING,SEE LL Z Q Q NOTE 2,THIS SHEET O 3 H o 5 114"MAX SHIM w W Z N O X Z T19 / INSTALLATION NOTES: LL tL D- agiy sap s uag INSTALLATION 1.USE ONLY ANCHORS LISTED ON THIS SHEET,FOLLOW TYPE J EMBEDMENT AND EDGE DISTANCE LIMITS. \`[111[t I I t///,// EDGE DISTANCE Material Min.F, Min.Fa ��� �(LYNN 2.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL �` ,r,ON••"""• :�/y i Steel Screw :Y2 ksl 120 ks1 ,� •••�10ENSF '•�� BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. (C�% 6063-TS Atminun N.ksl 22 ksl Z TYP.ANCHOR TYPE,EMBEDMENT Q•' I-�-- EMBEDMENT AND EDGE DISTANCE PER 3.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER A36 Steel 36 ksl 58 ksl No.58705 * SUBSTRATE,SEE TABLE 10,THIS SHEET WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. Or.33 Steel Stud 33 ksl 45 ksl VERTICAL SECTION F-F •'' A of ,/`,,ONAL A LYNN MILLER,P.E. REX 58705 TABLE 5A IQ Mufflon Cap4c4 Table btlRtt OponinglilAdth(ftirved muftris)or Oponlina Height&r harbOrb- mirwre) 50 in so in 70N, BON 9014 100 M 120 in 1401p R--q- R-"-1- T.Wd..p. Rv*wqlw TripTrum Pea 7ili, TM1,115ding. flipt�Rnq. FW-Voir TmpTdwV, Rft*ngAw Rmiwailmr T7op7wwa- I'x3,126"x Lujoll LaadnO L"aft LM&V Loaft Loacom Lmftg I.a ift Loaft Lw*'Q Laft- Laaft Loading L-Ing Lceft uddim L-ft .600*Alum 0 p il t In Tuba Mull a! 0 v tj !l m. 4.2 M'- a 2, 1 1 1 11 Cr' z Ul A f 11 - �I I�I lj Tdi i I T-h-511 i ii Tfall I cit L LU 42 in 170.0 620 170o 435 1170.0 744 fMO 476 17W 868 170.0 50 170.01 M t70.0 sit I= 1116 17MO 5Z 170a 1240 170.0 SH 1740 1701 �21 0 x --- ----- MCI iris Imal 521 15+4 1602 17-0.01 521 40 In 170.0 703 170.0 524 1170.0 ISD 170.0680 - -j 584 1704 M 170.0 6" 170.0 1133 170.0 681 110.0 1275 170,0 67T 170.0 1417 -15-7-7- Soo 111.2 1677 170.0 680 -J 50.40 In 170.0 747 170.0 WSW f7O.O affi 170.0 631 1704 100 170A 604 00.0 liOS 170.0. r - _ 1577 170.0 - 4 17o.0 13* IMO.747 IMG 1494 170.0 756 141.7 U iMO 766 121.9 7495 170.0 798 I. USS 17MO 756 LU 641n lnb W V0.0 M2 170.11 OW 170.0 691 170.0 1110 170a 754 170.0 1276 1700 W3 16S.1 14M 170.01 037 149,5 1401 17aa 65e 124.0 1401 17Do 461 109.81 IWI 17 ol I 0 00.8 401 u. so .4 170.0 am M to 00 h 170.0 fts 170.0 701 17D.0 1083 170.0 797 158.6 1158 170.0 aTS 1307 1150 1167.0 9M M$ 1156 15611 017 111.0 liSS 140.7 210 no -;R-0 74ZS 903 79,379.3 6317 170.0 too 170.0 746 159.8 10,12,1700 = 137.0 100 155.5 No I%S 4048 141.7 $40 tI58 1".5 1 003 69.4 1156 144.5 W3 co 0 TOILS 1041; 13ZO I Me I Me 1049 125.51&M 79.9 100 119,3 ago eas tq4v 110.91 el 9 1048 a as. d SO M ift& M 170,0 7899 1229.0 'SMW 1151.3 8N U9.1 M IU7 768 ID42 QZ 121.4 775 02.0 056 11281 M 4 00 83. 106A 757 68,5 855 go,$ 740 Sp.6 Coo - 11.7 740 52.1 055 11 Z LU nin 128.6.8W 134.9 697 107.0 1303 114.9 80 91.5 903 101.1 ffM 60.3 SM 612 No 71,4 sm w 64 94.2 SM X-6 612 5'35S35 803 712 M 69A we 40-11 MM- 69.7 1 a27 LL 45a OD3 CO Ito, 761. 1092 721 liki On 111.0 721 97.0 M I&C 721 85.1 M5 681 721 7" 50 60.7 rWw1l 7MMI SRMWO #&S 721 eS,4 M 454 721 594 US 39�0 72t -W8---W4 34.1 7Z sel M 07 To If. 101.0 ON 1 09 84.2 684 89.4 531 722 654 M4 570 63.1 884. 70.4 Wr $0.1 684 644 sm 50.5 6" 518 551 42I, ON R IN21 So IT41 31,11 634 t3 SX 31.6 084 50.6 634 a 00 In 6S.8 514 07.9 456 04.8 614 57.3 44 47.0 514 50.0 440 41.1 514 4*8 433 XS SU 40,5 MG SH 37.3 421 Z?A 614 ii 23.5 .0 . - 3 427 514 3114 400 =6 514 29.0 4W Mi. R2 452 M7 404 45.2 412 470 3IL7 4S2 40.0 Tl� l i 1�117 19,3 Wa2, M.4 Co" '"o R S to" 11"o nO 721 .1 -4 �",V *2 30.4 384 301 452 329 378 27.1 462 X3 373 203.0 g 10 365 ICA 1 452,2*2 358 16.8 452 Zn?a IL 0) X 0 tip US In 30.1 357 30.0 3I.T 357 327 .1 21.2 357 26A 312 230 357 262 308 21.1 357 T 30-3 19.0 357 -75: 35-7 le.0 211 13,0 357 17.9 I 2S7 16.0 T-2-83 L �9-s- 3w na 2W 17A o ty 71-1-h 35,1 338 3M 35.8 306 126.2 336 16.5 278 i-E 336 t3A 269 tL' SC i2oh 27.7 289 1 202 23.1 289 ZL71 291%S 1!2j -5 1 2W 117.31 289 1 1&1 1 252 15.4 28910.3 249 13.0 289-E1440 N�4- 116 P: 12.12.4. x 11.4 &7 1288 110.4 1 0 0 TABLE 5B AnhorCapa, Table(tt,) ANCHOR CAPACITY ADJUSTMENT FORMULA, z I -Summ t74 Cmrdc Sok Cam. Hcc-CMU r FILdCMU I mew (Dp-)X(ANCHOR Of PTwow '0 UW ;, GfIG,B'D umnon 114'SS Oz. 0,10sted 1 0125 #h2StacI ANCHOR CAP- F M 11 1-�5 1 Anchor Cop Patlems AnChuTypt MG-ElcoLlImon V410C.Uftwnul0azon AggMG-4. Sc�(Go)Sum-(05� S-(GS) USE THIS FORMULA TO OBTAIN THEANCHOR PRODUCT REVISED CCQ. 3-10 I-V2' 3-tv ow D,32C CAPACITY REQUIRED*CORRESPONDING To uftwh 1,214- t-W4' W4' I IINr 2- 44. Wills tho Florida 1414* 1-w I ACTUAL PRESSURE REQUIRPMerr FOR THEAN 138 z9 be 390 to -INTbs�m Mi 1644 ID WHEN IT 13 LOWER THAN THE MULLION $41 lbs 4429� OPENING,WH NOA-No. 17-0630.01 ID 11', N/A WA hl-- ZZ+IU�A WA CAPACITY(FROM THE TABLE)OF THE SELECTED 480 Sloft I -T IIA 6401b� Expiration Date 05/26/2021 O.C.I(2)W ArgleMl ft 11, 711 SW lbs MS lbs - n. NIA 780 IbS 1822 ft 6022- SS6ft 120-C. MULLION.IT WILL YIELD A MINIMUM ANCHOR 3.Z..�4&'W! I U-cw va.�12v 4 ;CS WA ;11A. NIA QQ WA NJA Im WA -157--VA 1073 M. CAPACITY WHICH MAY BE USED TO QUALIFY tArcmrl 67' 1956M 225 ps 4461. amms 05 bs tm tb 1771M 3701. 787 tn1 332 bs 47398 -17.ID 20 M. M me ADDITIONAL ANCHOR OPTIONS FROM THE Mlam P-1-u-1 Control 2AFt"01.1 I4MO.WFICSO(T1g01 240.06 33038NIA MA NA NfA 36068 ANCHOR CAPACITY TABLE NOTE:FOR THE OFFSET CLIP.USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP, FIGURE 1: FIGURE 2: TABLE NOTES: i)SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET'25 FOR INFORMATION ON LOADING- .'0 SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE, FIGURE 3: 3.125" f0 LY " "I 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. FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ANGLE CUP MUST BE USED IN PAIRS. No.58705 4)SUBSTRATES CONCRETE SHALL CONFO RM &TO ACI 301 SPECIFICATIONHOLLOW AND GROUT.Fil 1 500" FIGURE 4,' FIGURES: FIGURE 6: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM Cm90.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE 6063-TS AND HE A MINIMUM OF.125 • THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AHD,045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT Ci -W THREADS BEYOND (1-.VFMULLION) P4 LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THE MATERIAL.#10& #12 ANCHORS INTO WOOD MAY BEST I"&S.OR 410 S.& ORION 117"z .... . DAM IF FL P.E.#58705 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 10-0819.0 2. Drawing No. 6300JR, titled "Impact-Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, dated 08/29/11, with revision C dated 06/19/17, 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 NOA No. 10-0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51h Edition (2014) and with FBC 61h Edition (2017), prepared by manufacturer, dated 08/29/17, 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. Jorge M.Plasencia,P.E. Pro uct Control Unit Supervisor NOA No. 17-0630.01 Expiration Date: May 26,2021 Approval Date: November 09,2017 E-1 ABLE 7: Window Design Pressure(+/-,psf)for Glass Types 6&8 Long Side,Tlp to Ti (In) 68-7/8 1 73 77 78.314 81 85 89 93 97 101 105 109 110-112 113 117 121 125 129 137 145 31 +901-130 1 +901-130 +901-130 +ga-130 +Ba-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +M-130 +901-130 +901-130 +901-130 +901-130 +901-130 33 +901-130 +901-130 +901-130 +901-130 +90/-130 +901-130 +901-130 +901-130 +901-130 +901-130 +91Y-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130- +901-130 +901-130 +ga-130 35 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130• +90/-130 +ga-130 +90I-130 +901-130 +90%130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +801-110 +801-110 PRODUCI'Rmsm 37 +901.130 +901.130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +9x-130 +901-130 +ga-130 +901-130 +901-130 +90/-130 +901-130 +90/-130 +901-130 +901-130 +801-110 +801-110 as mnplyit®with the Florida 39 +901430 +901-130 +901-130 +901-130 +901-130 +90/-130 +90/-130 +901-130 +901-130 +901-130 +901-130 +90/-130 +801-130 +911/-130 r90/-130 +901-130 +801-110 +801-110 +80/-110 +80/-110 B�a(d�B(•,odo 41 +901-130 +901-130 +901-130 +901-130 +901-130 +90/-130 +901-130 +901-130 +901-130 +901-130 +901-130 +90/-130 +901-130 +901-130 +801-110 +801-110 +601-110 +801-110 +84Y-110 +801-110 I Aoocptmw No 43 +901-130 +9a-130' +901-130 +901-130 +901-130 +901-130 +901-130 +90%130 +901-130 +901-130 +ga-130 +901-130 +901-130 +801-110 +80/-110 +801-110 +801-110 +801410 +801.110 +80/-110 E Ioe 45 +901-13D +901-130 +901-130 +9x-130 +901-130 +90/-130 +90/-130 +9x-130 +901-130 +90/-130 +90/-130 +801-110 +8x-110 +801-110 +801-110 +801-110 +601-110 +80/-110 +80f•110 n 47 +90-130 +901-130 +901-130 1 +9x-130 +9x-130 1 +901-130 +90%130 +901-130 +901-130 +901-130 +80/410 1 +801.110 1 +Ba-110 :+80/-110 1 +801-110 +801-110 +80%110 +80/-110 c 49 +901-130 +901-130 +901-130 +901-130 +901-130 1 +901-130 +90%130 +901-130 +901-130 +801-110 +80%110 1 +801-110 +801-110. +801-110 +801-110 +801-110 +801-110 - Ptodect n 51 +ga-130 +901-130 +901-130 +901-130 +901-130 +901-130 +90/-130 89.41-128. +801-110 +801-110 +801-110 +Ba-110 +801-110 +Ba-110 ..+801-110 +801-110 F 53 +901-130 +9x-130 +9x-130 +9x-130 +9a-130 +9(Y-130 88.81-126.1 +Ba-110 +801-110 +601-110 +BW-110 +801-110 +SDF110 +801-110 +801-110 $' 55 +901-13D +01•130 +901-130 +901-130 +901-130 +88.81-128.1 +801-110 +80/-110 +801-11D +801-110 +801-110 +801.11D +801-110 +80/-110 JR-03/16/18-UPDATED rn 57 +901-130 +901-13D +901-130 +90/-130 +89.4/-129 +801-110 +601-110 +6D/-110 +601-110 +BDI-110 +801-110 +80/-110 .. VALUES AND SIZES. C 59 +901-130 +901-130 +901-130 89.5/-129.1 +801-110 +801-110 +801-110 +801-110 +801-110 +80/-110 +801-110 y 61 +901-130 +901-130 89.61-129. +801-110 +801-110 +801-110 +801-110 +BO/-110 +801-110 +801-1100 63 +901-130 +901-130 +80/-110 +801-110 +801-110 +801-110 +801-110 +801-110 +801-110 65 +9x-130.•+901-130 +801-110 +801-110 +801-110 +801-110 1 +801-110 +801-110 67 -+gx-130 +801-110 +82-110 - +801 -110 +801-110 +x-110 +801-110 +901130 +801-110 +80/-110 +801-110 +80110 +80110 11 7 +01110 +8 -11D +B -110 +8 -110 +801-110 +801.110 W + 7 +6x-11D +801-11D +801-110 i Y U "aa 783/4 +801-110 1 +801-110 1 +801-110 1 +80/•110 1 1 Ix O 1)TIP-TO-TIP DIMENSIONS SHOWN.FOR INTEGRAL FIN AND EQUAL LEG WINDOWS,SUBTRACT V FROM THE TIP-TO-TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 0 yto 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. �•n o atop 0 QO 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 0U) n th r" 9 a H Z -11-30 Z LL to oW _cl 066 ®J F Z < 7 eN I TABLE DIMENSIONS MAY W � C7 Omp ORIENTED VERTICALLY OR ,c a 'a C) a o 1-1116"NOM. HORIZONTALLY AS SHOWN. Z m $ Q 00 LL 7/16"LAMINATED GLASS STACK �J 7116"LAMINATED LONG J _3 O GLASS STACK GLASS STACK SIDE J Q 3116'HEAT STRENGTHENED GLASS LONG SIDE ¢ F .090"SG INTERLAYER 3/16"TEMPERED GLASS taay5 3/16"HEAT 3/16"HEAT STRENGTHENED GLASS ® Z of STRENGTHENED GLASS 7/16"AIR SPACE SHORT /n F 3116"HEAT STRENGTHENED GLASS .090"SG INTERLAYER 11 SIDE 7 0 co Z 4 11 y• 'I SHORT L_ ¢ z x areas J— 'I SIDE I� 0 Z a 5 � Z Qo 5!8" 518" GLASS BITE GLASS BITE v W N 1-2 1-2 �— LONG SIDE �i X W LL O O_ EXTERIOR EXTERIOR 010/1 asap sauas a20 13 s7e 21 13 SHORT �/ / LONG GLASS TYPE 6 GLASS TYPE 8 slyoe SIDE `�`�,�0,.••••••.. , L . �.•' 1,10ENSF•'•��� �� :a . SHORT 40 SIDE �0 -.• S A OF S � G ZONAL, 0�� A LYNN MILLER,P.E. P.E.#58705 EDGE DISTANCE TYP.ANCHOR TYPE, FIN FRAMES ARE ONLY TO BE USED 2X WOOD BUCKSTRIP EMBEDMENTAND EDGE WITH GLASS TYPES 1-4(PVB OR FRAMING,SEE DISTANCE PER SUBSTRATE, INSTALLATION TYPE M INTERLAYER),NOT TO BE USED WITH INSTALLATION EMBEDMENT NOTE 2,THIS SHEET SEE TABLE 11,THIS SHEEP, GLASS TYPES 5-8,(SG INTERLAYER). TYPE N EMBEDMENT INSTALLATION TYPE M 0 EMBEDMENT � 1/4"MAX SHIM O 1X WOOD BUCE2,THIS SEE PRODUCT REVISED 2X WOOD NG,SEERIP NOTE 2,THIS SHEET OR FRAMING,SEE ��piyig wdl.anEwa Ouildio6 Code NOTE 2,THIS SHEET 3 �1/4"MAX TYP.ANCHOR TYPE,EMBEDMENTAND SHIM EDGE DISTANCE PER SUBSTRATE, gy 6 SEE TABLE 11,THIS SHEET Minmi ede 14od0ol 12 USED FOR ALL den NO CHANGES THIS SHEET. SIDES OF EDGE 3 8 ARCHITECTURAL DISTANCE EXTERIOR 29 @ 11-7/8" O EDGE 29 O.C.MAX. " DISTANCE 11 INSTALLATION 4 CONCRETEICMU b m 1 BUDCKW TYPE O I VISIBLE LIGHT WIDTH= 5 PER ANCHOR of W a '^aN IREQUIREMENT HEIGHT EXTERIOR MAX1/4" INDOW BUCK WIDTH-2J/4' p R N r"1AEXTERIOR Q SHIM WINDOW BUCK WIDTH a D of N VISIBLE HORIZONTAL SECTION G-G O LLC4 W LIGHT 9 Z (0 ^0 W �°0 HEIGHT= STEEL SELF-DRILLING TABLE 11: 2 W a m WINDOW - SMS(GS).SEE TABLE Min.Edge Max O.C. UJ 2 m BUCK 11,THIS SHEET Anchor `S�aW Distance Min.Embedment Spacing I-W v < U' 'JMO HEIGHT- Southern Pine SG=0.55 9/16" 1-3/9' 6.2" > �` Z o 2-314^ #12 or#14 410 SS Screw Aturrinum 6063.75 min. 318" 0.063"' 6.2" Z a) „ OF O MIAMI-DARE APPROVED MULLION(SEE A36 Steel 3/8" 0.1M. 6.2" SEPERATE NOA),ALUMINUM.STEEL FRAMING - OR STEEL STUD.SEE SUBSTRATE Steel Stud,Gr.33 min. 3/8" O.D45" 18 Ga • 6.2" 0) PROPERTIES,TABLE 11,THIS SHEET Southern Pine SG=0.55 9/16" 1-3/8" 6.2" Aluminum 606375 n1n. 3/8" 0.063"• 6.2" rp aevs #12 or#14 Steel Screw(G5) A36 Steel 3/8"' (M)MI.. 6.2" ® m Z z O 0) 21 routed CMU, G-90 2-117' 11 Gr. mi . 3/8" 0.045' 18 Ga 6.2" _ F- Z 1-1/4" .6" O 6 1/4"410 SS CreteFlex a g ar°Js Concrete(min.3.35 ksi 1" 1-3/4" 11.6" LL Z ¢ Q Concrete min.2.85 ksi 1" 1-3/4" 11.6" Z 5 �14"MAX SHIM 1/4"Steel Uflracon Concrete rift 2.85 ksi 2-112" 1-3/8" 11.6" r CMU ASTM 2-1/Z' 1-1/4" 11.6" X Z 5/16"Steel Ultracon Concrete min.3.5 ksi 1-114" 1-314" 11.6" LL LL D- ASTM C•90 2-1/2" 1-3/4" 11.6" atli °Sdosa:as 1X WOOD BUCKSTRIP, 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. INSTALLATION Grouted CMU SEE NOTE 2,THIS SHEEP TYPE N "UNGROUTED CMU"VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. O ALL HEAD TYPES APPLICABLE. LYNN oN•.........Mi • INSTALLATION NOTES: \ ,t�•. �KENS, •.�( �� F EMBEDMENT 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ••� • Mamdal Mn F, Mn F" _* No.58705 2.WOOD BUCKS DEPICTED ON THIS SHEET AS-1X",ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2".1X WOOD Steel Screw 92IW 120 Wzt BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS"2X"ARE 410'Scr°w 90 ksi 110 ksi •Q C! 1 CONCRETE/CMU 1-1/2'THICK OR GREATER.INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR Eko Ltrecon^D 155 ksI 177 ksi O 1 PER ANCHOR EDGE APPROVED BY AUTHORITY HAVING JURISDICTION. �� ATE OF ((7 410 SS Elco CreteFb)M 127.4 ksi 189.7IW REQUIREMENT DISTANCE 6063.75 Atrrinum 18IW 22 ks1 %,��'••FCORIDP..•'U,\�� 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OFA SIZE TO PROVIDE FULL SUPPORT TO THE q38 Steel 38 ksi 58W WINDOW FRAME. Gr.33 Sorel Sen 33W 45W 777 �ONAI VERTICAL SECTION H-H ''/LI 1 n 111`` 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A LYNN MILLER,RE P.E.#58705 TYP.ANCHOR TYPE, 2X WOOD.BUCKSTRIP EDGE EMBEDMENT AND EDGE INSTALLATION INSTALLATION OR FRAMING,SEE DISTANCE DISTANCE PER SUBSTRATE, TYPE C TYPE B EMBEDMENT NOTE 2,THIS SHEET SEE TABLE 8,THIS SHEET INSTALLATION - EMBEDMENT 1X WOOD BUCKSTRIP, " {.� 1/4"MAX SEE NOTE 2,THIS SHEET TYPE A EMBEDMENT 1 SHIM TYP.ANCHOR TYPE,EMBEDMENT AND EDGE . EDGE DISTANCE PER SUBSTRATE, EVISED EDGE 6 SEE TABLE B,THIS SHEET DISTANCE mcPRODUCT Fla 1W'MAX DISTANCE Bui1d'ms Code° Accenteucttdo l a43o. 1 SHIM 1 ah od6ct- 12 USED FOR ALL " . NO CHANGES THIS SHEET. SIDES OF '' •' 8 ARCHITECTURAL 11 c SHAPES @ 11-78" EXTERIOR o 29 O.C.MAX. •^ '� CONCRETE/CMU 4 ID PERANCHOR �-_ VISIBLE LIGHTWIDTH= 5 REQUIREMENT WINDOW BUCK WIDTH-2.3/4" WINDOW BUCK WIDTH CONCRETE/CMU d co Y ❑ WINDOW EXTERIOR PERANCHOR UJ BUCK REQUIREMENT w a TIP-TO-TIP WINDOW WIDTH � vi HEIGHT HORIZONTAL SECTION A-A. INSTALLATION n a op (D Qo TIP-TO-TIP MET HODD TABLES: O� �w va" O c+1 �u, � � n WINDOW VISIBLE MAX. Anchor Substrata �0'Ed9e Nin.Embedment Max O'C' p—I o aro Z ,re n HEIGHT LIGHT SHIM Distance S cin Z LL `D Ed uM°.p ❑ HEIGHT= Sou8lem Pine SG0.55 9116" 1-3/8" 1Z' .2 O Aiurrdn 6083-75 min. 318" 0.063„• 17, U CW) d BUCKWINDO #12 or 014 410 SS Screw 'A35 Steel 318" 0.063"• 12" kW-•,Z a a ❑ `ON HEIGHT- 9 Steel Stud,tr.33 'n 311" 0.045" 18 Ga .12' o W C7 pmp 2.3/4" EXTERIOR Southern Pine SG=0.55 9/16" 1.38'• 12, ^O Z- o ZO O #12 or#14 Steel Screw Aluminu 6063.75 min. 318" 0.063"• 17, `"' STEEL SELF-GRILLING (�) OLL A36 Steel 3!8" 0.063"• 17' SMS(G5),SEE TABLE Steel Stud Gr.33 min. 3/8" 0.045" 16 Ga 12' (D 8,THIS SHEET —1 O Un routed CMU, ASTM 690 2-1/2" 1-114" 12" Q 1!4"410 SS Crete Flex ,° F- raa45 MIAMI-DADE APPROVED MULLION(SEE Concrete min.3.35 ksi 1" 1-3/4" 12" (A F- SEPERATE NOA),ALUMINUM,STEEL FRAMING Concrete min.285 ksi 1" 1_/4" 12" ® °�' � U OR STEEL STUD.SEE SUBSTRATE 1/4"Steel Ulbacon Concrete rrin.285 ksi 2-1/2" 1-318" 17' —/ 21 PROPERTIES,TABLE 8,THIS SHEET UnorpoWd 690 2-1/7 1-1/4" 12' O H F- Z B 5/16"Steel Ulbacon Concrete min.3.5 ksi 1-1% 1-314" 12" ¢ Z Z 71°35 Grouted CMU ASTM 690 2-1l7' 1-3/4" 12" sS MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. O S W o 5 114"MAX SHIM "UNGROUTED CMU"VALUES MAY BE USED FOR GROUPED CMU APPLICATIONS. C) U N i ALL HEAD TYPES APPLICABLE. v W T INSTALLATION NOTES: °LLJ °LL0 saa5 ' } 1X WOOD BUCKSTRIP, •, _ I SEE NOTE 2,THIS SHEET 1.USE ONLY EDGE DISTANCE ANCLIMITS �t HORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND \ LYNN • CONCRETE PER `� O,.•••••••.,/�j i� 't� GEN,y z EMBEDMENT ,° ANCHOR 2.WOOD BUCKS DEPICTED ON THIS SHEET AS•1X',ARE.BUCKS WHOSE TOTAL Malarial L127.4 Mn.F. a L1 F- • •c. REQUIREMENT THICKNESS IS LESS THAN 1-112".1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS Steel Screw 120 ksi — No.58705 .• "2X'ARE 1-1/2•THICK OR GREATER.INSTALLATION TO THE SUBSTRATE OF 410 Screw 110 ksi WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY Elco lA raCorO 177 ksi INSTALLATION �-- EDGE TYP.ANCHOR TYPE,EMBEDMENT AUTHORITY HAVING JURISDICTION. 410 SS Eloo CretaRaA189.7 WDISTANCEAND EDGE DISTANCE PER TYPES 6DB3 TS Ala rinum zz k9 p s !t;SUBSTRATE,SEE TABLE 8,THIS SHEET 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A A36 Steel 58 ks ��'••FCORIDP \?VERTICAL SECTION B-B SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME: G33 Steel Stud 45 ksi S' G 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR �7�/s�INAL 1 1\``\ MULLION NOA APPLIES TO WHOLE SYSTEM. .A.LYNN MILLER,P.E. P.E#58705 MIAMI- E MIAMI DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315=2599 NOTICE OF ACCEPTANCE (NOA). www.niiamidade.¢ov/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 AHD 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. 6300JR, titled "Impact—Resistant Aluminum Tube Mullions", she 1 through 25 of 25, prepared by manufacturer, dated 08/29/11, with revision C dated 06/19/17, 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 Iabel with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#16-0218.03 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M.Plasencia,P.E. NOA No.17-0630.01 MtAMw,4nE c°tmTY ` Expiration Date: May 26,2021 `J ''�? Approval Date: November 09,2017 Page 1 TABLE 12; Item PGT Part# Description Material z.7ea 2.784" 2.784" # .084 �71�� .094" —�I I�� ,094" 1 42530 Flanged Frame Alum.606375 .074' 062' k;�& 062" .074" 062' 2 4285 Equal-leg Frame Alum.6063T5 1.375• 3 4256 Integral Fin Frame Alum:6063-T5 1.375" te7s" 4 4255 7/16"Lanni.Glass Beading Alum.6063T5 7.000" '438• 500" s00 Ogg• 5 4254 I.G.Glass Beading Alum.6063-T5 Soo" � .050^�00°a ��� .oso'"°D00 T .oso^mom• PRODUCTREVISEDi1h hn 1.125" ns Cldi g EB with the Fbrida Be 4270 Installation Fastener Cover Alum.6063-T5 .077^ Builain JC OFLANGE FRAME OEQUAL-LEG FRAME Amvptmcc Tb�S^O/�"5D,OC 6b 4224 Installation Fastener Cover for Curves Rigid PVC OFIN FRAME E*P 8 4267 7/16"Lami.Glass Beading for Cur es Alum.606375 .970^ .346" .970• 1 yam- BzF y .970" Prodoc 9 4289 I.G.Beading for Curves Alum.606375 (���j ��jj°d 1.037• J n 10705890 Gasket(at 90°comer joints). Polyethylene 675^ II �I 875" ��7� j •875" .875" NO CHANGES THIS SHEET. 11 TP247/8 Vinyl Bulb Weatherstrip Flex PVC,Duro.65+/-1 � IIIS IIU 12 61308K Foam Beading Tape .oso IF .050^ ,050 .050° .050 - .050 Dow 791,899,995 or GE 7700 Backbedding Silicone O 7/16"LAMI O1-1/16"LG,GLASS O INSTALLATION O 7/16"LAMI O I.G.GLASS 4 5 6a 6 GLASS BEADING 9 BEADING 20 71652K Setting Block,Mono.3/16"x 7/16"x 4" Neoprene,Duro.85+/-1 GLASS BEADING. BEADING FASTENER COVER FOR CURVES FOR CURVES 21 1 71704AK ISetting Block,I.G.3116'x 1-3/32'x 4" Neoprene,Duro.85+/-1 29 76X114FP #6 x 1-1/4"FH SMS(Curled Beading) Stainless Steel HOT-MELT w i ALUMINUM DESICCANTFILL � '�aa *SILICONE 4BUTYL POLYISOBUTYLENE � wa30 781PQX #8 X 1"Quad PH SMS(Assembly) Stainless Steel STRUCTREINFORCEMENT SEAL 5716"NOM. �75 Kommedin Kodis ace 4SG TPS POL1/4"NOM. 3/16"NOM. SILICONE ro rn9 p BUTYLENE 5/16"NOM. SEAL )`n o alo0 OSTRUCTURBUTYL& (�N z78 Quanex Super Spacer nXi See this Sheet for DESICSILICODESICCANT STAINLESS STEEDL OJL`/ W77 Quanex Duraseal Spacer Materials FOAM WFOAM EXT.GLASSDESICCAZ LL 78 Cardinal XL Edge Spacer EXT.cuss s�,EXT.GLASSEXT.GIASS =LUC1INT.GLASS- INT.GLASS LU 00 �aU)T.GLASS .GLASS •oy 75 ICE SUPER 76 SPACER° C ® 4SGTPSNXTz vio Z Z Oo O xOA8SPACER TM v F O LL O ASSEMBLY DETAILS FOR ASSEMBLY DETAILS g O o FLANGE&EQUAL-LEG FRAMES FOR FIN FRAMES ¢ laaa5 ® Z z ANGLED/CURVED ANGLED/CURVED Q Z FRAME ASSEMBLY FRAMEASSEMBLY Q 0 Z) aloa5 Z 90•CORNER 90^CORNER W r FRAME ASSEMBLY FRAMEASSEMBLY W X O ME m I LL m D- I I a#'1 'asap sa�a5 . 10 fAFLANGE j 10 I � , ALL CORNERS ALL CORNERS TO.USE GASKETI / USE GASKETAND/OR SEALA / AND/OR SEALANT \� LYN ..// ICENSE� / EXTERIOR/ � EQUAL-LEG FRAMETERIOR Ica _,k; No.58705FLANGE FRAMEEXTERIOR EG FRAME MITERED FRAME WITH INTERIOR EXTERIOR �` MITERED FRAME WITH INTERIORAND EXTERIOR FRAME WELDS �` I AND EXTERIOR FRAME WELDS �•• OFME (SHOWN)OR CORNER KEYS AT (SHOWN)OR CORNER KEYS ATSCREW BOSSES.SEALANT AT ALLCORNERSSCREW BOSSES.SEALANT AT ALL CORNERS ////,`S�ONAL I 30 0.LfIrFVIhILlEit1,��E. �9 P.E.#58705 L� PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE'SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51h Edition(2014) and FBC 6th Edition (2017), dated 09/15/17,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. ' MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America,Inc.for their "Trosifol®Ultraclear, Clear and Color PVB Glass Interlayers"dated 01/19/17, expiring'on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "SentryGlas® (Clear and White)Glass Interlayer"dated 06/25/15,expiring on 07/04/18. 3. TREMCO Part No. TR-14271E EPDM exterior glazing gasket complying with the following: a) ASTM C864 Specification for Dense Elastomeric Compression Seal Gaskets, Setting Blocks, and Spacers with Option H exceptions. b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers-Tension of 1600 PSI. c) ASTM D395B-Test Methods for Rubber Property- Compression Set for 22 HRS 158°F. d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers of 143 lb/in. Manuel Per .E. Product Control E a ner NOA No.1& 30.05 Expiration Date: February 19,2024 Approval Date: August 23,2018 E-2 TYP.ANCHOR TYPE, INSTALLATION INSTALLATION EDGE EMBEDMENT AND EDGE TYPE G TYPE F 2X WOOD BUCKSTRIP DISTANCE DISTANCE PER SUBSTRATE, OR FRAMINGSH,SEE SEE TABLE 9,THIS SHEET EMBEDMENT NOTE 2,THIS EET 1X WOODBUCKSTRIP, EMBEDMENT SEE NOTE 2,,THIS SHEET a INSTALLATION r— 114"MAX Q EMBEDMENT SHIM TYP.ANCHOR TYPE,EMBEDMENT AND TYPE E EDGE DISTANCE PER SUBSTRATE, EDGE SEE TABLE 9,THIS SHEET DISTANCE PRODUCT REVISED EDGE 8 -3 compiyirg with the Florida DISTANCE B too. •3D �1/4"MAX 2 Irl L•xpnr�toa DoG: No 2 SHIM ° MBY iamr Prather 12 USED FOR ALL NO CHANGES THIS SHEET. SIDES OF •° 11 •, 8 ARCHITECTURAL EXTERIOR EXTERIOR SHAPES @ 11-7/8" ,• ' •q 4 2B O.C.MAX. I v VISIBLE LIGHT WIDTH= 5 " CONCRETEICMU �WWINDOW BUCK WIDTH-2-3/4" ' PERANCHOR - REQUIREMENT WINDOW BUCK WIDTH WINDOW HORIZONTAL SECTION C-C CONCRETEICMU to s ") Y ❑ BUCK INSTALLATION PERANCHOR > vi a U) HEIGHT 4D�PE REQUIREMENT w 4 ❑ 'v O 114" TABLE 9: >• alc0 O p. Min.E MAX. Anchor Substrate Min.EJrbedaent O'C' V` N z N SHIM Distance acin O p�j W VISIBLE Southam Pine SG=0.55 9/18" 1-316' 12 o a m Z ,rB LIGHT --I- #12 or#14 410 SS Screw Aluninum 6063-T5 mfn. 319' 0.06:i"• 17' Z U- o W HEIGHT= 1 A36 Steel 3/8" 0.063" 12 =W SR� WINDOW Steel Stud Gr.33 min. 318" 0.046" 18 Ga 12 W m �BUCK Southern Pine SG=0.55 9/16" 1-318" 12 E-Z � a 0HEIGHT- EAlurrin 6063•TS nin. 3/8' 0.063"• 12" WEL SELF-DRILLING #12 or#14 Steel Screw(G5) n> a. iZ2 3/4' (GS),SEE TABLE A Steel &8' 0.063"• 12 oZ OSteel Stud Gr.33 min. 318" 0.046" 18 Ga' 12 `- [= Z LLO IS SHEEP routed CMU ASTM 090 2-12" 1-1/4" 12 S _O MIAMI-DADE APPROVED MULLION(SEE 1/4'410 SS CreteFlex Concrete min.3.35 ksi 1" 1-314" 12 Q r SEPERATE NOA),ALUMINUM,STEEL FRAMING Concrete fffin.2.85 ksi 1" 1-314" 17' m f- laav5 i OR STEEL STUD.SEE SUBSTRATE 114"Steel Utracon Concrete mm.2.85 ksi 2-1/2" 1.3/8" 17' ® Z F PROPERTIES,TABLE 9,THIS SHEET routed ASTM 090 2-1/2" 1-1/4" 12 21 5116'Steel Ulracon Concrete nin.3.5 ksi 1-1/4" 1-314" 12 O Z ~ GrouledCMU ASTM 90 2-12" 1-314" 17' Z e •MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. .Q Z— (� along "UNGROUTED CMU"VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. p J Q . F � �r N 1/4"MAX SHIM w ❑ Q r` LU INSTALLATION NOTES: V X TTli w o } 1X WOOD SUCKSTRIP, 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND atilt asap saua5 I SEE NOTE 2,THIS SHEET EDGE DISTANCE LIMITS. Material Mn.Fy Min.F. -t rI� 2.WOOD BUCKS DEPICTED ON THIS SHEET AS"1X",ARE BUCKS WHOSE TOTAL Steel Screw 92 jsi 120 W ���\ NY LYNN CONCRETE PER THICKNESS IS LESS THAN 1-112".1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN 410 Screw 90 ksi• 110 ksi ` ��O•LtCENSF EMBEDMENT " ANCHOR BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS Elco UtraCorl® 155 ksi 177 ksi Q':• •,� °• REQUIREMENT '"2X"ARE 1-112"THICK OR GREATER.INSTALLATION TO THE SUBSTRATE OF 410 SS Elco CreteFle� 127.4 ksi 189.7 ksl No.58705 ' WOOD BUCKS TO BE ENGINEERED BY OTHERS ORAS APPROVED BY *: '. �•= • ° AUTHORITY HAVING JURISDICTION. 6063-T5 Aluminum le ksi 22 ksi - INSTALLATION EDGE ° A38 Steel 381st 58 ksi T1 1 TYPE F DISTANCE •TMP.ANCHOR TYPE,EMBEDMENT 3.FOR ATTACHMENT TO METAL;THE STRUCTURAL MEMBER SHALL BE OF A SIZE ( 33'steel SBXI - 33 k51 qy�j '�0•.�STITe!I •: AND EDGE DISTANCE PER TO PROVIDE FULL SUPPORTTO THE WINDOW FRAME i T O1 SUBSTRATE,SEE TABLE 9,THIS SHEET i '•:F[ORIDP.•'' \�� VERTICAL SECTION D-D 4.IFAPNLNOAPPL ELOWER DESIGN WHOLE SYSTEM FROM EITHER WINDOW OR ''•,`S'S� IVAL��G�\ . O . '+nlnitttt A.LYNN MILLER,RE P.E.#58705 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC 5th Edition (2014) and FBC 61h Edition (2017), dated 08/29/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated 06/09/17, issued by manufacturer, signed and sealed.by Anthony Lynn Miller,P.E. 3. Proposal No. 16-1372B issued by the Product Control Section, dated 11/09/16, signed by Manuel Perez,RE 4. Proposal No. 16-0125 issued by the Product Control Section, dated 03/09/16, signed by Ishaq Chanda,P.E. 5. Laboratory compliance letter for Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson,P.E. (Submitted under NOA No. 13-0502.03) 6. Laboratory compliance.letter for Test Reports No. FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan,P.E. (Submitted under NOA No..03-1105.01) G. OTHERS 1. Notice of Acceptance No. 16-0629.14, issued to PGT Industries for their.Series "PW- 701/720/820"Aluminum Fixed Window—L.M.I." approved on 08/04/16 and expiring ori 02/19/19. _ 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. MD-7720A.1,titled"Fixed Window Installation Guidelines",.sheets l through 10 of 10, dated.04/12/13,with revision D dated 03/16/18,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. I Manuel ere . Product Control ExknjMer NOA No.18-0430.05 Expiration Date: February19,2024 Approval Date: August 23,2018 E-3 M IAM I-DADE NYIIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.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: Series"CA-740"Outswing Aluminum Casement Window-L.M.I. APPROVAL DOCUMENT: Drawing No. MD-CA740-LM, titled "Casement Window Details - LM & SM', sheets 1 through I1 of 11, dated 08/08/12, with revision C dated 05/25/17,prepared by manufacturer, '- signed and sealed by Anthony Lynn Miller,P.E.,�bearing tH6*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:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following.statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no.change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in'its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA#16-0629.21 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.17-0614.14 � h AMI-DAwe eou[v7Y r� Expiration Date: April 11,2023�� Approval Date: September 14,2017 Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 12-1218.09) 2. Drawing No.MD-CA740-LM;titled"Casement Window Details—LM& SM", sheets 1 through 11 of 11, dated 08/08/12,with revision C dated 05/25/17, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 2)Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door,using: Kodispace 4SG TPS spacer system,Duraseal® spacer system, Super Spacer®NXTrm spacer system and XL EdgeTM spacer system at insulated.glass,prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega,P.E. (Submitted under previous NDA No. 16-0629.21) 2. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of a series CA740 outswing aluminum casement window,prepared by Fenestration Testing Laboratory, Inc. Test Report No.FTL-7065, dated 10/05/12, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 12-1218.09) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6t Edition (2017), dated 06/09/17,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). Manuel P E. Product ControExam ner NOA No. -0 4.14 Expiration Date: April 11,2023 Approval Date: September 14,2017 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America,Inc.for their "Trosifol®Ultraclear, Clear and Color PVB Glass Interlayers"dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. for their "Kuraray SentryGlas®(Clear and White) Glass Interlayers"dated 06/25/15, expiring on 07/04/18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 511 Edition (2014) and with FBC 6th Edition (2017), dated August 29, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated June 9, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. - 3. Proposal No. 16-0125 issued by the Product Control Section,dated March 09, 2016, signed by Ishaq Chanda,P.E. (Submitted under previous NOA No. 16-0629.21) G. OTHERS 1. Notice of Acceptance No. 16-0629.21,issued to PGT Industries, Inc. for their Series "CA-740"Outswing Aluminum Casement Window-L.M.I."approved on 08/11%16 and expiring on 04/11/18. Manuel P P.E. Product Contro x finer NOA No. -0614 .14 Expiration Date: April 11,2023 Approval Date: September 14,2017 E-2 6116'LAMINATED 711V LAMINATED GENERAL NOTES:SERIES 740 IMPACT-RESISTANT DESIGN PRESSURE RATING IMPACT RATING Guns STACK GLASSSrACK r CASEMENTWINDOW VARIES, RATED FOR LARGE&SMALL .09WTROSIFOL®PVB oW SG®BY KURARAY SEE SHEETS 5.9 MISSILE IMPACT RESISTANCE 1re•AM4EALED BY KURARAY 3116'ANNEALED OR AMERICA,INC. AMERICA,INC. HEAT-STRENGTHENED GLASS 3116-ANNEALEDOR, R THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE 3T WIDTH Gass I HEAT TMENGTHENED REQUIREMENTS(OF CANE FLORIDA BUILDING CODE,INCLUDING THE HIGH 25.476'MAX.O.C.IF WIDTH IS It GLASSNEALt33 GLASS, VELOCITY HURRICANE ZONE(HVHZ). EXTERIOR 3B GLASS EXTERIOR 38 UNDER 33.478(HEAD&SILL 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS 4'MAX• REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE 30'IN THE HVHZ,THE r—�B,SEE SHEET 2 11116'GLASS BRE 35 i1w SS BRE OUTBOARD LITE(CAP)MUST TEMPERED. 3)FOR MASONRY APPLICATIONS IN MIAMI43ADE COUNTY,USE ONLY MIAM4DADE 3 COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR F '—'--EVALUATIONS WERE SOUTHERN PINE,ASTM C90 CONCRETE MASONRY UNITS 1MA�XX 32 60 AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE,SEE TABLE 3,SHEET 4. A \ A,SEE O.C. 4)ALL WOOD BUCKS LESS THAN 1-112'THICKARE TO BE CONSIDERED 1X SHEET 2 + GLASS TYPE 1 GLASS TYPES 2&3 INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED 1 716.NOM. rte•NOI.a ��.! DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS SI ARE 1-12'THICK LY \ \ GLASS STACK I I GLASS STACK I ,1 Lam. 7116'LAN GREATER.1X AND 2K BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY 6'MAX. 5118"LAMINATED STACK GLASS STACK TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION - O.C. GLA55 STACK 77e'ANNEALm GLASS 3116'ANNEALED OR IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. / \ 7tl6•AIRSPA ,ago-TROSIFOL"'PVB 14;A; 1¢A7SIRENG7HENm GLABS 69' USE ANCHOR BY KURARAY .096"SG®BY KURARAY 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING VISIBLE IWAN4EALED OR ; 3LED AMERICA,INC. PAIR AT EACH TEMPERED GLASS AAgR1rn,INC. OR STUCCO.USE ANCHORS OF SUFFICIENT EMBEDMENT AS SPECIFIED ON LIGHT Ct JAMB IF _3t16*ANNEALED OR TABLE 3,SHEET 4.NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF HEIGHT HEIGHT IS 36 1/6'AN•IEALED HEAT-STRENGTHENED GLASS THE FRAME.INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL (DLO) / / 26'OR OVER E%TERIOR EXTERIOR I SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE I 4;..V SS BITESS BITE INSTRUCTIONS. 76"HEIGHT 37 6)SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS 3 NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 32 32 7)DESIGN PRESSURES: GLASS TYPES 4&5 GLASS TYPES 6&7 A.NEGATIVE DESIGN LOADS BASED ON STRUCTURALJCYCLE TEST PRESSURE, 1 7B•NOM. FRAME ANALYSIS AND GLASS PER ASTM E1300. 1 GLASS STACK 7116•LAMINATED B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL GLASS STACK CYCLE TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM E1300. 3116•ANNEALED OR . C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN.ASD. TT 8 EAisiRENGTHENED class 4'MAX. J 74-12'MAX.O.C.IF WIDTH IS 114-AIRSPACE .0WSGEBYKURARAY 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE 33.476•&OVER(HEAD&SILL) 3116'TEMPERED AMERICA,INC. WINOLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE THE 30'VISIBLE GLASS 3118'ANNEALED OR 33-M%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS - OPENING(DLO) 36 —HEAT-STRENGTHENED PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF TYP.ELEVATION OF CASEMENT WINDOW EXTERIOR GLASS ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA CODES/STANDARDS USED: 11/16"GLASS BITE BUILDING CODE FOR CORROSION RESISTANCE. •2017 FLORIDA BUILDING CODE(FBC),6TH EDITION •2014 FLORIDA BUILDING CODE(FBC),5TH EDITION 3 9)REFERENCES:TEST REPORTS FTL-7065,3579.3580.3724;ELCO ULTRACON •ASTM E1300-04 NOA;ELCO CRETEFLEX NOA;ANSI/AF&PA NDS FOR WOOD CONSTRUCTION AND •ANSVAF&PA NDS-2015 FOR WOOD CONSTRUCTION PRODUCT REVISED ADM ALUMINUM DESIGN MANUAL. -ALUMINUM DESIGN MANUAL,ADM-2015 32 � ss.om pl1•ing with 016 F7aridn •AISI 5700.12 Building Cod. TABLE 1: •AISC 360.10 GLASS TYPES 8&9 � Acceptao" / 'p(114:14- . 11 / E met Di Glass Types Sheet# �` L NN '�i Re is d By: D°te: Revision: B �` N,.•• A/ UPDATED ANCHORAGE y ` a�• '1-1 JR 05/25/17 PER 1111117. NL1 eP"D 1 5/18'Lemi(1/8 An-.CBO"PVB-1/8 An) 5 GENERAL NOTES.............................1 `` or -.090' 2 7/18'Lemi 3116 An-.090'SG-3/16 An) 6 ELEVATION.......................................1 QS;: • Revised By: Dole: Revision: GLAZING DETAILS..........................1 3 7118`Lemi(3116 HIS-.CBO'SG•3/18 HS) 7 N — - 0.587 05 4 7/8"Leml.IG(1/8"An-7/16"Air-1/e'An-.09D'PVB-1/8'An) 5 INSTALLATION............... ............2 ~ ASSEMBLY TUBE DETAILS.............3 � ® Description: Drawn By: 5 7/e"Lemi.IG(1/8"T-7/16'Air-118"An-.090•PVB-1/6'An) 8 ANCHOR SPECIFICATIONS........_.40't G I GLAZING DETAILS J ROSOW$KI 8 7/8"Lemi.IG(3116'An-1/4'Air-3/18"An-.090'SG•3/16"An) 9 ANCHOR QUANTITIES.....................4 S A ((/ 7070 TECHNOLOGY DRIVE 7 7/8'Laml.IG(3/18'An-114'Alr-3/16"HS-.090"SO-W15"HS) 7 DESIGN PRESSURES......................5-9 p••.- AY�LDP �� N. VENICE, FL 34275 m1° DOIe' ASSEMBLY DETAILS/BOM..............10 i (�` •..,,,, G 8 76'ami.IG(3116"T-1/4"Air-3/16'HS-.90"SG BIG-3116"'An) 7 EXTRUSIONS/SPACER....................11 �'�rs/pNAL E? �� (c4P)) 480-16IGHTO 00 CASEMENT WINDOW DETAILS-LM&SM 08/08/12 'PVB'=TROSIFOLo�VB BY KURARAY AMERICA,INC. - /1111111/ PGT INDUSTRIES.Q Series/Model Scofe: Sheet: Drawing No. Rev: 'SG"=SENTRYGLAS BY KURARAY AMERICA,INC. AL P.E.06 OS PE CERT. OF AUTH. 29296 CA-740 NTS 1 OF 11 MD-CA740-LM C . i - 1. INSTALLATION OPTION 1 EDGE INSTALLATION INSTALLATION OPTION 2 INSTALLATION ANCHORS DISTANCE EDGE DISTANCE OPTION 4 INTO 2X WOOD. CONCRETE/CMU INSTALLATION ANCHORS INSTALLATION ANCHORS DIRECTLY INTO METAL. PER ANCHOR DIRECTLY INTO MASONRY. TABLE 3,SHEET 4 AS REQUIRED PER 2 ENT EMBEDMENT REQUIREMBUCK WIDTH - ATTACHED TO 82 TYP.ANCHOR 114'MAX 15 16 FRAME SILL 10 ti TYPE SHIM ATTACHED TO EMBEDMENT VENT SILL gg 13 AND EDGE 83 STEEL 5 1 DISTANCE PER 4 e 32 33 B0 12 SELF-DRILLING SUBSTRATE, SMS,SEE TABLE 22 23 4 SEE TABLE 3, Q 20 3,SHEET 4. SHEET4. 3 60 0 EDGE 84 18 84 EDGE, DISTANCE 35.97 r 0 8 BELOW OPERATOR ARM 38 39 DISTANCE ATTACHED TO I 0+ 82 02 ATTACHED TO VENT SILL 35-37 81 FRAME JAMB L E APPROVED 13 EMBEDMENT 1 24 VISIBLE LIGHT WIDTH(DLO) 3 5 MULLION,ALUMINUM. 83 70 FOR SNUBBER REQUIREMENTS, STEEL FRAMING OR EXTERIOR ATTACHED TOSEE TABLE 4 r 8 STEEL STUD. VENT JAMB L OPTIONAL ADDCN ,SHEET 4- WINDOW WIDTH _ 12 FLANGE @ HEAD, EXTERIOR SILL&JAMBS HORIZONTAL SECTION A-A 15 81 11 SEE DETAIL EGRESS FORMULAS: it HEIGHT JAMB NOTES: Al,BELOW WIDTH,WASH HINGE:WINDOW WIDTH-13-1/2 10 HARD- USE ONLY SUBSTRATE-APPROPRIATE NOTES: WIDTH,EGRESS HINGE:WINDOW WIDTH-7-12 1 VISIBLE 14 WARE ) / 1)WHEN INSTALLING HEIGHT:WINDOW HEIGHT-6 LIGHT ANCHORS LISTED ON TABLE 3,SHEET 4. / / COMBINATION UNITS, FOLLOW EMBEDMENT AND EDGE ' HEIGHT ADDITIONAL INSTALLATION VISIBLE LIGHT FORMULAS: BUCK DISTANCE LIMITS.ANY INSTALLATION (DLO) 10'MAX. ANCHORS MAY NFD TO BE WIDTH:WINDOW WIDTH-7 ; HEIGHT OPTION SHOWN MAY BE USED ON ANY T:WI SIDE OF THE WINDOW. � INSTALLED THROUGH THE HEIGHT: HEIGHT-7 ATTACHED WINDOW FRAMES AT 10'MAX TO FRAME 2)ALL WOOD BUCKS LESS THAN 1-1/2' I / FROM EACH SIDE OF THE FRAME THICK ARE TO BE CONSIDERED 1X I ASSEMBLY TUBE CENTERLINE. 1 ATTACHED TO + JAMB INSTALLATIONS.IX WOOD BUCKS ARE a SEE TABLE BELOW: FRAME JAMB 0 89 OPTIONAL UNIT MAY BE INSTALLED DIRECTLY TO SUBSTRATE-WOOD BUCKS -�{ �►— 10'MAX. I Additional Anchors Required an each DEPICTED AS 2X ARE 1-112°THICK OR t—�SEE DETAIL A2,BELOW Side of the Frame Aecembl Tube(FAT) ATTACHED TOGREATER.IX AND 2X BUCKS(WHEN USED) Window Atlehu pe VENT JAAMBMB SHALL BE DESIGNED TO PROPERLY a Width A B,C &D TRANSFER LOADS TO THE STRUCTURE. 1 '. 62WOOD BUCK DESIGN AND INSTALLATION 17'-259' 1 0 38 39IS THE RESPONSIBILITY OF THE ENGINEER 20'+ 1 t . 63 OR ARCHITECT OF RECORD.MAXIMUM r Window Anchof Typs 17 SHIM THICKNESS TO BE 1/4'. ua. Height A B,C 8 D 20 15 16 1T-25.9' 1 0 82 DETAILTDETAIL 26'* 1 1 PRODUCTREVISF-.O as complying with filo Florida 21 Al Building Code e acccptadee Na 17-06/4.14 1 1X WOOD \ 11111111 ' Revised reboa bete 19 84 `��� O Y L NAf �� W. Dafe. NO CHANGES THIS II BUCK$TRIP, N......, JR 05/25/17 SEE NOTE 2, `�'t:••'1,10ENS�c''. �i SHEET. ucJ THIS SHEET. Q.: •,.p Revised By: Dote: Revision: TYP.ANCHOR TYPE, 1/4'MAX SHIM =* N0.58705 EMBEDMENT AND EDGE _ DISTANCE PER SUBSTRATE, - — — C Description: Drown SEE TABLE 3,SHEET 4. CONCRETE . . EMBEDMENT ��•�� � CROSS SECTIONS&INSTALLATION J ROSOWSKI � INSTALLATION PER ANCHOR : , �O�'., ST TE F ((/ 1070 TECHNOLOGY DRIVE rt/e. Dofe: REQUIREMENT (� '••.CORIDt`.•'• \?� N. VENICE, FL 34275 OPTION 3 �SS� �NL?,� (941) 480-lwo CASEMENT WINDOW DETAILS-LM&SM 08/08/12 INSTALLATION ANCHORS EDGE DISTANCE vi QNAL \\\ COPMGHT02017 //f I1I11\\ POTINDUSTRIES,INC. Series/Model: Scale: Sheaf: Drawing No. Rev: THROUGH 1XBUCKSTRIP ALLPJGHTaIiESERV® CA-740 NTS 2 OF 11 MD-CA740-LM C INTO MASONRY. VERTICAL SECTION B-B aLYNNMILLER P.E P.EJi 5070.5 CERT. OF Al1TFi. 29296 {{{ i CASEMENT(X) CASEMENT/CASEMENT(XX) AWNING/CASEMENT/FIXED CASEMENT(XXO) p4QDO`7PEVI5® ns comp{yln8 with tiro Freida 10',SEE NOTE 7,THIS SHEETA*11= 4'•14'FIGURE 1: I FIGURE 2: 740 SERIES�— L• 5 AWNIN�WINDOW; fdott� C C \ /[\ D FRAME WINDOW V ASSEMBLY HEIGHT TUBE FRAME ASSEMBLY TUBE NOTES: (� \ \ / 10•,SEE NOTE 7, D THIS SHEET 740 SERIES \ TI DIMENSIONS SHOWN ARE TIP-TO-TIP DIMENSIONS FOR EACH _ �/y > —CASEMENT INDIVIDUAL WINDOW.FOR SIZES NOT O WINDOWI / WINDOW / _ SHOWN,ROUND UP TOTHE NEXT D Imo— I I I / AVAILABLE WIDTH OR HEIGHT j 740 740 / DIMENSION SHOWN ON THE TABLES. Tn U) z Q . SERIES ASSEMBLY SEMENT )SERIES E LLI CASEMENT CAFRAME 2 ANY 740-SERIES PRODUCT C7 =U 'o D WINDOW TUBE WINDOW ASSEMBLY�� (CASEMENT,AWNING OR FIXED Z o �E TUBE CASEMENT)MAY BE ATTACHED TO Q J J i / THE FRAME ASSEMBLY TUBE.FOR = r r j `740SERIES ALL WINDOWS,USE THE WINDOWS 0 Q ` FUCED WINDOW% NOA FOR ANCHORAGE,SIZE AND a O W J LL DESIGN PRESSURE LIMITATIONS. t Z 'SEE PRODUCTS NOA FOR 3)ALL WINDOWS IN THE m W W io M 740 SERIES / \ INSTALLATION SPECS COMBINATION UNIT MUST BE ABLE TO CV 0 CASEMENT EXTERIOR INDIVIDUALLY COMPLY WITH THE �• ? off w REQUIREMENTS OF THEIR W WINDOW n \ RESPECTIVE NDA. nJ �O J Q o Z V 00 m Z 4)FRAME ASSEMBLY TUBE TO BE g p o O 740 SERIES 740 SERIES Lu AWNING CASEMENT FASTENED TO WINDOW.AS SHOW IN _ _ W FOR SINGLE UNITS: WINDOW WINDOW DETAILS,WITH MIN.E T X SAME Y Y � O METAL SCREWS.USE THE SAME (Q fn 1)DETERMINE YOUR WINDOW SIZE MIN.#12 X 1'SMS SPACING AND QUANTITY AS THE )? ?> Q LZ -V THROUGH FRAME OPPOSITE FRAME MEMBER. 0 0 ..W _r AND GLASS. INSTALLATION HOLES v FRAME ASSEMBLY lk COTQ s;� o W Q 2)KNOWING YOUR ANCHOR TYPE ASSEMBLY TUBE 5)THE FRAME ASSEMBLY TUBE MAY u 0 m 0 N u¢ q(� AND SUBSTRATE,DETERMINE TUBE NOT EXCEED 62'IN LENGTH(AS USED „ a. a o YOUR ANCHOR GROUP FROM MIN.#12 X MIN.#12 X INA 63'FLANGED WINDOW)OR BE ,� o o W ti V h TABLE 3,SHEET4. 1'SMS 1'SMS CONFIGURA7TONSED IN TEE OR ROSS 740 SERIES THROUGH 3 FROM PHEETS 5.9,FIND THE THROUGH CASEMENT INSTALLATION m INSTALLATION 6)THE FRAME ASSEMBLY TUBE IS SHEET FOR YOUR GLASS TYPE. WINDOW HOLES oro m HOLES NOT REQUIRED TO BE CLIPPED TO FIND THE PRODUCTS DESIGN r n 740 SERIESVFRAME740 SERIES THE SUBSTRATE.ALL EXTERIOR m PRESSURE FROM THE TABLE CASEMENT EXTERIOCASEMENT JOINTS TO BE SEALED BY INSTALLER. ote OLABELED'DESIGN PRESSURE n 740 SERIES O m PS FOR SINGLE WINDOWS.ALL WINDOW V TUBE WINDOW zw v ug a ANCHOR GROUPS•. v EXTERIOR EXTERIOR FIXED 7)FOR ALL COMBINATION UNITS• xZ_a yto CASEMENT ADDITIONAL INSTALLATION ANCHORS w tS3 0 4 DIMENSIONS SHOWN ARE HORIZONTAL SECTION C-C a a WINDOW' MAY NEED TO BE INSTALLED o TIP-TO-TIP.FOR SIZES NOT THROUGH THE WINDOW FRAMES AT o z V 10'MAX.FROM EACH SIDE OF THE SHOWN,ROUND UP TO THE NEXT FOR EACH WINDOW IN A VERTICALLY OR HORIZONTALLY COMBINED ASSEMBLY: VERTICAL SECTION D-D VERTICAL SECTION E-E FRAME ASSEMBLY TUBE AVAILABLE WIDTH OR HEIGHT ...... CENTERLINE.SEE TABLE BELOW: DIMENSION SHOWN ON THE 1)DETERMINE EACH INDIVIDUAL WINDOW TYPE,SIZE AND GLASS MAKEUP.SEE FIGURES 1 d 2,THIS SHEET.DETERMINE YOUR ANCHOR GROUP FROM TABLE 3,SHEET 4. ,�\6\ LYNN TABLES. t Additional Anchors Required on each ,�� . ........• 2)FROM SHEETS 5-9,FIND THE SHEET FOR YOUR GLASS TYPE. r Side of the Frame Assembly Tube(FAT) 3A,: �GENSf•';�� 5)USING THE TABLE LABELED f. Window Anchor Type `�.' •'•� �� 'IMNDOWANCHORS REQUIRED" 3)FIND THE DESIGN PRESSURE FROM THE TABLES LABELED 'DESIGN PRESSURE(TSF)FOR WINDOWS ATTACHED TO AVERTICAL FRAMEASSEMBLYTUBE• OR"DESIGN 4 Width A B,C d D No.58705 (TABLE 2,SHEET 4),DETERMINE PRESSURE(PSF)FOR WINDOWS ATTACHED TO A HORIZONTAL FRAMEASSEMBLY TUBE; DEPENDING ON WHICH WAY THE FRAME ASSEMBLY TUBE IS ORIENTATED.THIS *; *� THE NUMBER OF ANCHORS MUST BE DONE FOR EACH WINDOW IN THE ASSEMBLY,AND THE LOWEST DESIGN PRESSURE APPLIES TO THE ENTIRE ASSEMBLY.DIMENSIONS SHOWN ARE TIP-TO-TIP. Fi 17"-25.8' 1 D __ NEEDED IN THE HEAD,SILL AND FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 26'+ 1 1 1 1 JAMBS OF YOUR WINDOW. s- Window Anchor 0 S 4)USING THE TABLE LABELED WNDOWANCHORS REQUIRED'(TABLE 2,SHEET 4),DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD,SILL AND JAMBS OF u Heigh p i'�\ P-.•'•\_� 6)INSTALL AS PER THE YOURWINDOW. B,C d D �� '•.'rLORlO, G\ INSTRUCTIONS ON SHEET 2. AL 5)INSTALL AS PER THE INSTRUCTIONS ON SHEETS 2-3.NOTE THAT ADDITIONAL ANCHORS THROUGH THE WINDOW FRAME INTO THE SUBSTRATE MAYBE REQUIRED(SEE .911726?+ 1 lr 1 ��''SiS�D A MRIITE?\\\ SHEET 2),AND THAT MIN.#12 X 1-ANCHORS ARE TO BE USED THROUGH THE FRAME INTO THE FRAME ASSEMBLY TUBE(SEE DETAILS ON THIS SHEET). A L REAds fw P.E - P.E.#5e705 TABLE 2: TABLE 4: . Window Anchors Required .Jamb Snubber Locations PRODUCT RBVISED Window Width On) Ohea Type: as complying with the Florida under 23• 25.15!16• 27-311' 30' 33112• 35• 37' AcctpinnCe vs SG Anchor Getup Maher Group Anchor Getup Archer Group Archer Getup Anchor Getup Anchor Group (lypee 1,4 6 5) (Types 2,3 S B-6) C:xpimtiunDate A I B I C D A B C D A B C D A B C D A I B C 0 A B C D A B C D under M• Jamb 2 1 2 1 2 2 2 2 2 2 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 12*max.from HmdlSfO 2 2 2 2 3 2 2 2 3 2 2 2 4 2 2 2 4 3 2 2 4 ] 3 3 5 9 3 9 and each end 6 30" ktiam prodr+a. Jamb 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 s lees Requiredmax O.C. 2315!18' Hoad/SM 2 2 2 2 3 2 2 2 3 2 2 2 4 2 2 2 4 3 2 2 5 3 3 3 5 3 3 9 12'max.tom 12'max.AQm Jamb 6 4 4 4 S. 4 4 4 8 4 4 1 8 4 4 4 8 { 4 4 8 4 4 4 8 4 4 4 tW. each end 8,30" each 3ea16" Head/Slll 2 2 2 2 3 2 2 2 3. 2 2 2 4 3 2 2 4 3 3 2 S 9 3 3 5 4 3 3 W. marc D.C. max O.C. Jamb 6 4 4 4 B 6 4 4 6 8 4 4 8 8 4 4 B 6 4 4 8 6 4 4 8 8 0 4 Head/Sill 2 2 2 2 3 2 2 2 3 2 2 2 1 3 2 2 4 3 3 2 5 9 3 3 5 4 3 3 "PVB"=7ROSIFOLm PVB BY KURARAY AMERICA,INC. J p 6" Jamb B 6 4 4 8 6 4 4 8 6 4 4 8 6 4 4 10 6 6 4 10 8 8 4 10 8 6 { 'SG'=SENTRYGLAS®BY KURARAY AMERICA, W Head/SM 2 2 2 2 3 2 2 2 3 2 2 2 4 3 2 2 4 3 3 2 5 3 3 3 5 4 3 3 J s2 Jamb 8 8 6 4 10 6 6 4 10 6 6 4 10 8 6 4 12 8 6 4 12 8 6 4 12 6 6 4 'Q 9L+ 80• SAMPLE CONFIGURATIONS: (n Z Hesd1501 2 2 2 2 3 2 2 2 3 2 2 2 1 9 2 2 4 3 3 2 5 3 3 � 3 5 9 3 3 F � V Jamb 10 6 6 6 10 6 8 6 10 8 '6 8 12 0 6 6 12 8 B 6 12 0 6. 6 12 8 B B .o Q Head/SWI 2 2 2 2 3 2 2 2 3 2 2 2 4 3 2 -2 4 3 3 2 5 3 3' 3 5 3 3 3 7W o 63• \ Jamb 10 e 8 8 12 8 8 6 12 8 0 0 14 e e 8 14 0 B B 14 a 8: 8 14 8 B s X•; 'x X 'x O Q J 77 Head/S01 2 2 2 2 3 2 2 2 3 2 2 2 4 3 2 2 4 3 2 2 5 3 3 3 5 3 3 3 % r 7e Jamb 12 6 8 8 /2 8 B 6 14 8 8 8 1{ 10 0 6 14 10 B 6 14 10 8 8 14 10 8 6 1` `o d J LL Ho"Sil 2 2 2 2 3 2 2 2 3 2 2 2 4 9 2 2 4 3 2 2 4 3 3 3 5 3 3 9 `X•• g� h Q O 84• Jamb 12 8 8 6 14 10 B 8 14 f0 8 6 18 10 8 6 18 10 B 8 X, O O Q it m�' Ha.WS U 2 2 2 2 3 2 2 2 3 2 2 2 4 2 2 2 4 3 2 2 � � H 1)USE THIS TABLE FOR ALL WINDOWS PER THE ELEVATIONS ON SHEET 1.DIMENSIONS SHOWN ARE WINDOW TIP-TO-TIP. ti NCY 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. :X'• 0 0 ?) u E : O Z Mon, Min Anchor EXAMPLE 1:FOR WINDOW COMBINATION SHOWN BELOW;7/16•HEAT-STRENGTHENED, �! `�'; \� l� Q `ui Z Min X O X x; ,x; Group Anchor Substrate Edge G.C. E�ednisnl Plate LAMINATED GLASS,114"MASONRY ANCHORS INTO CONCRETE.+701.95 pSF DP REQUIRED \ j ;l g O g O W Z Dlctarce dO.C. Requked7 _ _ ?: 6. .m CASEMENT ANCHORS: Y Y 606375 Ate• aro" 510 •�' No A)FROM TABLE 12,ANCHORS C 8 D ALLOW A DP OF+70%90. W � ~ O 012,.teal SMS(GS', A30 Steel 3B" wr .050• No ALLOWED Z A A653 6 or.33 318• SW .045-,20G2. No B)FOR THE JAMB,FROM TABLE 3,ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE Q Q „Q LiJ r S.Phe 61e T 1-le• No DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE IF USING THE CRETEFLEX ANCHOR. WITH m`rn Cl) ,co_Z W Q 014.Waal SMB(35) 606345Ahan. a78• 618' .063• No FRAME O m�'•'O Q � n(� or 014.410 s6 SMS A30 81ee1 aro" 61e• .050' No C)FROM TABLE 2,6 ANCHORS ARE REQUIRED IN EACH JAMB. ASSEMBLY 5. W X Z o¢ Aa53 Stud Gr.33 3/e 578' .015.20 Ga, No TUBE ' oe` —3 Q V 2Bat Oanrefe 7x12' 4• Isis No D)SIMILARLY,2 ANCHORS ARE REQUIRED IN THE HEAD 8 SILL c ~ y B 111•steel Utncon Hollow Block 1• a 1414' No Hollow Block 2-11r 51 1-114• No E)DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. j 1/4'steel Ulhac- Hollow Block 1' 8• 1.110 Yee n N C 114"410 SS 3.35k Canmle 1' 61 1314' No o H o rn F)PER RULES THE SHEETS 2(3,INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY a o CreteFbx NoOow Block 2-17 b' 1-114' No 10' 10' '�tO S Plea 618' 1• !ale Yes, TUBE SIDE OF THE AWNING(HEAD BSILL). R o�i 81;.teal 9M9(05) ¢083-75 Alun. 316' Gro' .0713' Ym o 4" FIXED CASEMENT ANCHORS: + 4•�- 4' �..�4"�'" z m or012,41056 SMS A386teel 316' Gro' •450' Yes sw•r � a A653 Stud Gr.33 318" ti18' .DW 1B Ge. You A)FROM TABLE 11,A 34'X 61'FIXED CASEMENT WINDOW HAS A DESIGN PRESSURE OF w z s B LLo S.Plea 5!B' 1• tale Yee +70%90 USING ANCHORS C OR D. 011,Weal BMS(O6) 8063.15 AYnn. 3!8' 618' .0713" Yoe o noZ w or014,410 S8 SMS A30 Steel 3AY 51e .060• Yes B)FOR THE JAMB,FROM TABLE 3,ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE A653 Stud or.33 378• 618• .04e 18 Go, Yea DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE IF USING THE CRETEFLEX 2e5k Concrete t' 4• 1-14' Yes ANCHORY. . 1 t t I I r l l D 10.6" 10.6' 1!4'efeelUxrecon 2Hdkro8lock• 2-17 5' 14' Yes / ��`` ONY .NN C)FROM TABLE 2A,6 ANCHORS ARE REQUIRED IN EACH JAMB. ` .`�, ��p IV ,M/ Fined lock 2.17 P 1314" Yee ` :•••V"E 3.35k Concrete 1' a 1-l4" Yee _ Y� 114'41068 D)SIMILARLY,3 ANCHORS ARE REQUIRED IN THE HEAD 8 SILL 61" .•jl 3.35k Mmte 2-17 e T Yea _ rte.�F� CreteFkx Ibllsw Bloek 247 8• 1-tla' Yes E)DISTRIBUTE ANCHORS FOLLOWING \ * - 3.6k Cancrete 1-lie 6' 1-n4" No MWadal Mln Fy Min,Fs 'Jn1e alae!Ulwwn Hollow Block 311¢ 6' t-114' No GUIDELINES FROM ELEVATION ON SHEET 1. \ ' Filled Block 2-17 S' 1-14' No Steal Sana BZ kel 1211 ksl 1)WHERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FROM MORE THAN ONE OF F)PER RULES ON SHEET 2,INSTALL 1 410 Screw W k.11 110 kai J. .1 � ••.,•� THE ANCHOR GROUPS ABOVE,CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER ADDITIONAL ANCHOR ON THE FRAME Elco Uttracare 155k.1 177 ke1 4• i 'p OR1OM,-• \2�` FOR ALL SUBSEQUENT TABLES IN THIS APPROVAL ASSEMBLY TUBE SIDE OF THE FIXED 410 SS Elco Od4"eFlexO 127.4 kei 159.7 kai 2)ANCHOR MUST EXTEND A MIMIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE. CASEMENT(HEAD&SILL). 608- 31 inurn1 16 kal 22 kal 36 kal 5B kal �. P8• 13'- 13'►I �r,70NAL(E11�`� 3)ANCHORS MAY BE HEXHEAD,PANHEAD OR FLATHEAD. 4)FOR STEEL STUDS,MIN.FU=45 KSI,MIN FY-33 KSI. Gr.33 Steal Slud 33 kal 4S ksl 34" A LYNN HOLLER,P.E. P.EA68706 FOR GLASS TYPES: TABLE& - PRODUCT'RMSSD Design Pressure(psQ 6r SIn81e W7ndows,AD Anchor Groups 1)5/16"LAM[(1/8 AN-.090'PVB-1/8 AN) ll complying with the Flo r 4 7/8"LAML IG:(1/8"AN-7/16"AIR-1/8"AN-.090"PVB-1/8"AN) o"itan5c"ac Window WldtA ) \cceptarce No I -b !{••4' order 23' 25-15/18' 273rd' 30• 33-12' 35' 3T 'PVB'=TROSIFOL�VB BY KURARAY AMERICA,INC. tix irsion Dote under 23' +71-90 *701-90 +701-90 +701-90 +Ta•90 +70/-90 +71-90 k;y 25-15118' +701.90. +701-90 +701.00 +701-90 -701-90 +70/30 +701-90 Mimri P ctC 38316' +701-80 +70/-90 +70/-90 +70/-90 +701-90 +70/-90 +701 WINDOW 48' +701.80 +70/-00 +701-90 +70/-90 +701-90 +701-90 +70%01 HEIGHT 60618' +70/-90 +70/.00 +701.00 +70/-90 +701-90 -701-90 +701$9.2 z U 60' +701-90 -70/-90 +701.90 +701-96.5 +70/•60.6 +701-77.7 +701-74.3 . 63' +71-90 -701-90 +70/.00 +TD/34.3 +70%76.5 +701-73.7 +701-70.1 WINDOW g WIDTH J 71 +701-90 17137.2 +701 77.7 +601-71.5 +80/,624 +60/-6D.B +!-89.3 C 78' +701.90 +70134,8 +7475.7 +1.67.3 +/-58.9 +1-67.2 +/-55.8 SEE SHEETS 184 FOR LLI �. B4' +7a� +701-80.4 +7471.3 +6011121 +,-56.2 WINDOWANCHOR m d LOCATIONS AND QUANTITIES. Q i V h- a W Z L 1- TABLE 6: ' .- Design Pressure(pail for Windows Attached to a Vertical Frame Assembly Tube 0 Q 0 mto Window Width a W W " under 23" 25-15118" 27-3/4' 30" 331/7 35" 3T' cV D" Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group r W Lf) 00 A BC D A B CSD A B C&D A B C&D A B CSD A B,CBD A B,C&D N 0 az under 23" +701-90 +701-90 +70/-90 +701-90 +701.90 +70180 +101.90 +701-80 +701.90 +70/-90 +70/490 +70/-90 +70/-90 +70V•90 +701-90 +701-90 +701-90 +701.90 +701-90 +701.900 O o O CO Z_ 25-15116" +701-90 +70%90 +701.90 +701-90 +70%90 +701.90 +701-90 +701-90 +70100 +701-90 +70%90 +701-O0 +701-90 +7Qr•90 +70/•90 +701-90 +701-90 +701-90 +701.90 +701.90 Y Y W 8 W-318" +701-90 +711/-76.4 +70/.9D +701-90 +701-84.5 +701-90 +701-90 +701-79 +70/-80 +70/-90 +701-73' +70/-90 +701-90 +701.81.8 +701.90 +701-90 +701-78.3 +701-90 +701-74 +701.90 (� (� W = IL Z p 48" +70%78.2 +1431.1 +701-73.1 +701-90 +/87.5 +70180 +701-90. +/83.1 +70/-90 +701-90 +138.4 +70100 +701-90 +185.4 +701.83.9 +701-90 +/826 +701-90 +/-59.2 +701.90 Z W ., 60818" +701-723 +/-67.9 +/89.3 +701-90 +/84 +70190 +701-90 +/69 9 +70180 +70/90 +135.4 +70/88.7 +70/-90 +/82 +701.79 6 +701-90 +/89.3 +701-90 +/-68.1 +701.88.2 o W Q W. +/81 +/-0B.B +-W +701-90 +/54 +70188 6 +70/-90 +/30.5 +70131 +701-90 +/-08.7 +701-74.9 +701-08.6 +1323 +1-67.1 +70160.3 +/30.1 +701-77.7 +147.4 +701-74.3 E 0 O ?N fA U 63 +168.1 +/�66 +165. LU 7 +70188,7 +/31.6 +701626 +701-90 +1-08.1 +70/-77.1 +701-90 +/445 +70/-71.3 +701x4.3 +149.8 +/4a9 +701-76.6 +1.07.7 +70/-73.7 +/-051 +70/-70.1 q o oU U n TABLE 7: FRAME Design Pressure 0>5Q to WI d-Attached to s Hoftordd From"Assemo Tube T 10'MAX. �I(�- ANCHOR ASSEMBLYTUB ® N q m Wader Width } T B uder23'25-15116' 27.714' 30' 33-1/7 35' 37• WINDOW FRAMEHEIGHT ASSEMBLY WINDOW0Anchor Anchor Moho Anchor TUBE Orou Grata C1rw AnchorGmp ArchorGroup AnctcrGmup HEIGHTv p �P 02 aAll AD AA All A B C5D A 8 CaD A B C& 10'MAX. rnO rader23' +701.90 -701-00 -701-90 +701-00 -701-90 +701-07.01 -71-00 +701-90 -70163.8 -701-00 +70/-00 +701-79.2 -701-00 WINDODDITK)NAL oZW25-161101' +70140 +701-00 +701-00 +71-00 +701.90 -701-00 +701-00 +701-90 +701-90 +71-900-701-07.6 +701-00 +701-00 F ADDITIONAL WIDTH 0 38318• +70140 +70140 +70140 +701-90 +701.10 -73-00 -701-00 +701-90 +701-90 +701-90 +TW-MA +71-00 +701-90 ANCHOR (4).IF REQ. 48" +701-90 +701.00 +701-90 +71-90 +71.90 .+70/-90 +701-00 +701.90 +701-90 +701-00 +7100 +71.90 +71.00 (4).IF REO' SEE SHEETS 164 FOR WINDOWANCHOR y%% Irl 5tF818' +701-90 +71.80 +701-90 +71410 +701-00 +71.90 +701-00 +701.00 +701-90 +70140 .70/68.2+701-09.2+71-09.2 LOCATIONS AND QUANTITIES.SEE 5-11-817 ��� ````�(LYNq! 8T +701.90 +701-90 +701-00 +701-08.6+701-00.8+701-90.8+70180.6+701-77.7+701-77.7-71.7/.7+71.74.3-701-74.3-701-74.3 WINDOW �� 0`......... WIDTH 3 FOR ANY ADDITIONAL ANCHORS ;� .t`�.• 10ENS 63' +70190 +70'-90 -70160 +71-04.3+701-701.6-701-76.5-701-7e.6+701-73.7+701-71.7+701.737+71.70.1 -71-70.1 +71-70.1 REQUIRED FOR THE FRAME ASSEMBLY 3 L 77 +701-00 +701-07.2+701-77.7+701.71.5+W.M4+M a2A+801-0 81 24+ 410.0+81-00.8+6160.9 +/59.3 +/663 +1-99.3 SEE SHEETS 1&4 FOR WINDOW ANCHOR TUBE. `G:• ••,'p IV +101-60 +7164.01+71-75.7 +167.3 +1640 -1-58.0 O.W.8 +/67.2 -167.2 +167.2 +/65.8 +/.85.8 al66,8 LOCATIONS AND QUANTITIES.SEE SHEET ,k No.58705 3 FOR ANY ADDITIONAL ANCHORS 84' +701-00 +7160.4-701-71.3+811¢1 +/54.2 +164.2 +16-9.2 REQUIRED FOR THE FRAME ASSEMBLY ^'� TUBE. •. O T- . 0 : 0. NOTES: ///J, Al-NAL ``1\` 1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. A/L�nN tWLL�R PE. 2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. P.E.O SeTDS 1 FOR GLASS TYPES: TABLES: MODUCT REVISED Design Preaeure(psp for single Windows,A9 Anchor Groups 2)7/16"LAMI(3/16 AN-.090'SG-3/16 AN) us.-$C 9 ith the FlwiQA Window Width 'SG'=SENTRYG BY KURARAY AMERICA,INC. �-_tueos Too 1 -0 �•14,under 23' 25-15118• 273/4' 30' 33-112 35' 37' T-0 renon Da-'e under 23' «901-130 +90/-130 +OW-130 +90/-130 +W/-130 +90/-130 +90%130 WINDOW TiFiemi eelc'Rreduct SRYLK� 25.15/18' +90%130 +901-130 +961-130 +901-130 +901-130 +90/430 +90%130 HEIGHT 383/8` +901-130 +801-130 +901-130 .0801-130 +901-130 +801-130 +80/-130 46• +901-130 +00/-130 +g0/-130 +901-130 +90/-130 +901-130 +901-130 = 505/8' +901-130 +901-130 +90/-130. +901.130 +80%130 +8W-130 +9g/-130 WINDOW a V 60• +90/.130 +901-130 +90/-130 +901.130 +90/-130 +90/.130 +GW-130 WIDTM 63' +90/.130 +90/-130 +9(Y-130 +90/-130 +9W-130 +90/-130 +90/-129.6 SEE SHEETS 1 84 FOR WINDOW ANCHOR 72' +901-130 +g0/-130 +901-130 +90/.130 +90/-128.1 +801-172.5 +90/-113.6 (L C LOCATIONS AND QUANTITIES. J ll.l 78' +90/-130 +90/-130 +80/-130 +BO/-130 +90/-124.1 +90/-118.7 +801-107.6 Q 840 +901-130 +90/-130 +90/-130 +9W430 +90/-118.4 _ U) i V LU I- _ TABLE 9: 0 I� Dwlpn Pressum(psi)for Windows Attached to a Vertical Frame Assembly Tuba (L C7 ...1 O 1 mWindow Width w .LLJ ~ m CO under 23' 25.1516" 27314" 30' 33-'V2' 35' 37' a 0 vt I Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Grote Anchor Group ti (V A B C D A B C&D A B. C&D A B C D A B C D A B C D A B C D W fn under23' +70130 +70/-90 +701-00 +70/.90 +70130 +70/.90 +701-80 +701-90 +701.90 +701,0 +70/-90 +7014)0 +70/-90 +701-90 +701-80 +701.90 +70/-9D +70/-90 +701-90 +70130 +70/40 +70130 +701.90 +701.90 +701.90 +701-90 (Cy O O a1~ 25.1516' +701-90 +7W.90 +701.90 +701.90 +701-80 +701-90 +701.90 w0/-90 .70/-80 +701.90 +701.90 +701-90 +701.90 +701-80 +701-90 +701-80 +70/.90 +701-90 +701-90 +701-90 +701-90 +701.90 +701.90 +701-80 +701.90 +70/-90 ii 0.$ Z nn Z 38.316• +701-90 +7W-76.4 +70/.90 +701-90 +7x-90 +701-90 +701-90 +701.90 +70/-80 +701-90 +701.90 +7000 +70/.90 +701-90 +701-90 +701-90 +70/-90 +70f-SO +701.90 +701-00 .701-80 +7W-90 +701-90 +701-90 +701-90 +701-90 46' +70/-78.2 +/57.1 ,70/.73.1 +70/.90 +701-84.4 +7W-80 +701-90 +7W-7B.9 .701-80 +701-00 +701.73 +70/-90 +70/.90 +701-90 +70/.78.5 +70150 +701,0 +70/-90 +70/.75.1 +70150 +701-90 +70/.90 +701.829 +701.90 +70/.90 +70/-90 w 50-18' +70/-72.3 +1,7.9 +1.69.3 +70/,0 +701.80.1 +7W.90 +701,0 +7W-74.8 +70150 +70/,0 +/0/2 +701-88.7 +70/-90 +701-00 +701.74.4 +701-90 .70/,0 +70/,0 +701-71.2 +701-00 +70-90 +701.80 +701-76.B+701-08.9 +7W.90 +70/,0 (n W (--• O 60' +/,1 +148.9 41,%5 +70/.90 +/57.5 +70/56.6 +7W-90 +14331 +701-81 +701.90 +/58.4 +70/.74.9+7014)9.6 +701-90 +14)28 +701.83.9+701-80.3 +70/430 +145 1 +70/,0.2 +70/.90 +701,0 +/58.3 +701.75.9 +701.90 +70150 � fL W 69• +1.58.1 +148.5 +1-55.7 +701-BB.7 +1-84.3 +701,2.5 +70/-90 +1-00.1 +701-77.1 +701.90 +/55.6 +70/.71.3+701,5.3 +701-90 +1,9.0 +70/.79.8+701-78.5 .70/-90 +157.2 +70/-78.4 +70/-80 +70/430 +/,].1 +701-723+70158.5 +70/-90 O O Z m*f4) f4) o Un W 'Q FRAME $O m O •� (/J V 10•MAX. ASSEMBLY e W Q •c I TUBE TABLE 10: T Design Pressure(psi)nor Wlydowe Attached to a NoN ntal F ante Assambly Tube WINDOW oi HEIGHT Window Width WINDOW FRAME r n pc f9 ry B urder23.231516' 27314' 30' 33.112• 35• 3T HEIGHT ASSEMBLY ADDITIONAL m G a Anchor Anchor Anchor Anchor WINDOW zw Group Group Group Group Anchor Group Anchor Group Anchor Grtwp. WIDTH ANCHOR xco �n (4),IF REO. Z 8 p All A0 A0 An A B C&D A B C60 A B CSD 10'MAX under2J' x701-90 .7a-90 *70'-BO +71430 «70/-00 .70157.8 +7014)0 *70/,0 .701-03.8 +701,0 +701-80 +70/-782 +lW-00 SEE SHEETS 1&4 FOR WINDOW ANCHOR 25-15MV +701,0 +701-90 +T01,0 +70/.90 +70I-90 +75430 +701-00 +70/-00 .701-90 •70/-90 +7W.87.6 +70/-00 +71u.90 ADDITIONAL LOCATIONS AND QUANTITIES.SEE SHEET o CHOR 36316• «701-90 +701.90 +701.90 +70/-00 +701-90 +701.90 +7W40 +7W-90 .701-90 +70140 «70/.90 +7W-90 +70/50 (4.IF REQ. 3 FOR ANY ADDITIONAL ANCHORS Or +701.90 +701-90 +701-90 «701-00 +701.90 «701-90 +70150 +7W-00 +701-90 +Ta40 +70/.90 +7W.80 +70/-90 REQUIRED FOR THE FRAME ASSEMBLY 50-56' .7W-eo +701-80 +701-00 +7W-0o +TW-90 «70/-80 +71-00 +701.90 +7x430 +701.90 +701-90 +70/-8o a7W430 WB.IDOYV TUBE. `551 N�(LYNN,,77��1T/,i 80' +70/.90 +7x-90 +701.90 +701.90 .701-90 +701-00.. +701.90 +70/.00 1701-90 +70/-90 +701-90 +70140 .70/-00 WIDTH `. �O..••.......'✓//� •i' B3' .70/-90 +701-90 ,701- +701-90 +70/-80 +70/-90 +701-90 +70/-00 +701-90 +70/-00 +701-00 .70/-00 +701-90 1}GENS 72" +70150 +701,0 +701-00 +70150 «70/-80 +701.80 +700/0 +70140 +70/-00 +70/-90 ,7x-90 +70/-00 +701430 SEE SHEETS 1 8 4 FOR WINDOW ANCHOR \ ' LOCATIONS AND QUANTITIES.SEE SHEET L No.58705 78' +701-90 +701-90 +701,0 +70/.90 +701430 +701-00 +7x-90 +70/410 +71-90 +70/-90 ,701,0 +7Wa0 +701430 3 FOR ANY ADDITIONAL ANCHORS lk 84• «701-90 .701-90 +701-00 .71&0 .70/-90 +701-90 +70/-00 REQUIRED FOR THE FRAME ASSEMBLY TUBE. ZAOFA/ f(/` i (�s ,S�GNA� NOTES: 11L 'KU1111 1)SEE SHEET4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. A.L1 LLER P.E. 2)SEE= 4 FOR SNUBBER REQUIREMENTS. P.E.w 69705 TABLE 11FOR GLASS TYPES: : PRODUCT RfiV15F.0 Design Pressure(psl)for Single Windows,All Anchor Gmups 3)7/16"LAMI(3/16 HS-.090-SG-3/16 HS) m complying with da Florida 7 7/8"LAMI.IG: 3/16"AN-1/4"AIR-3/16"HS-.090"SG-3/16"HS R"IId"3�` Window Width ) ( ) Acldo under23' 25-1511W 27.914• 30" 33-1/2' 36' 37'- 9)7/8"LAMI.IG:(3/16"T-1/4"AIR-3/16"HS-.090"SG-3/16'HS) Exp3renon Da3o under 23' +90/.130 +901-13D +901-130 +90/-130 +90/-130 +901-130 «901-130 -SG'=SENTRYGLASBBY KURARAY AMERICA,INC. By 25-15118' +901-130 +901.130 +901-130 +901-130 +B01-130 +801-130 +901-130 Miamt ads Product C ! 38-310' +901-130 +Ba-130 +901-130 -BW-130 +90/.130 +901-130 +901-130 m 48' +901-130 +S1-130 +90/-130 +9131.130 +901-13D +901-130 +901-130 50.518• +M.130 +901-130 +90%130 +BOW-130 +901-130 +901-130 +901-130 z V Ba +901-130 +g0/-130 +901-130 +901430 +901-130 +Ba-130 +901-130 WINDOW 67 +W-130 +901-130 +901-130 +90/-130 +901-130 +90/-130 +801-130 HEIGHT 72 +901430 +901-130 +g0/-130 +001-130 «901-130 +Bp/-130 +901-130LLI L � O 76' +901-130 +901430 +90%130 +901-130 +90/-130 +901-130 +901-130 WINDOW J W 84' +901-130 +901430 +90%130 +g0/-130 +90/-130 WIDTH [A a Q6 Q SEE SHEETS 1&4 FORF- a V WINDOWANCHOR C7 'c'e O LOCATIONS AND QUANTITIES. � Z o TABLE 12: n "_ Design PAasura(psQ lb,Windows ABeched to Vedleal Frame Assembly Tube o d O J LL M Window Width re W W N undor 23' 25.15116° 27.314' 30' 33.1/2' 35' 3T a Q Anchor Group Anchor Gmup Anchor Group Anchor Group Anchor Group Aneh.Group AnchorGmup �_ N A B 1 C D A I B C&D A B C&D A B C I D A I B C D A B C D A B C D LLf O a F- under 23'V+71Y-78.2 +701.80 +701.90 +701-90 +70150 +70130 +701430 +701-90 +701-90 +701.90 +701.90 +701-90 +701-90 +701.90 +701-90 +701-90 +701-90 +701.90 +701-90 +70130 +701-90 +701-90 +701.80 +701-90 +701.90 +701-90 64 O o Z E 25.15118' +701-90 +701-90 +701-90 +70150 +701.80 +701-90 +70/-80 +701-80 +70/490 +70150 +701-90 +701.50 +70130 +701-80 +701-90 +70130 +701-0 +701-90 +70130 +70/50 +701-0 +701-911 +701-90 +7a-D +701-90 =U 353!8' +701.78.4 +701430 +70150 +701-90 +701.90 +70150 +70150 +70150 +701.90 +701-90 +70150 +701.90 +701-90 +701-90 +701430 +70140 +701.90 +70690 +70130 +7014)0 +70150 +70150 +70150 +701-80 +70- O O Z 48' +1-61.1 +70/-73.1 +70130 +701454.4 +70130 +70150 +701ae.9 +70150 +701-90 +701.73 +701-90 +701430 +70150 +701-78.5 +701-0 +70150 +70130 +701-75.1 +701-90 +701-90 +701430 +70142.9 +70130 +701-90 +70/50 Y Y W 565/8° +157.9 +159.3 +70150 +70140.1 +70130 +701-90 +701.74.8 +701.90 +701.80 -+1-692 +70158.7 +70150 +70130 +701-74.4 +701430 +70140 +701.90 +701-712 +70140 +70150 +70130 +701-78.6+701439.9 +701-90 +70/-90 (n (� O g+ 80' +1.49.9 +IS8.5 +701.90 +137.5 +701.88.8 +701-0 +/-93.1 +70/431 +701430 +/-58.4 +701-74.9+70149.8 +701410 +142t3 +701413.8+70140.3 +70130 +140.1 +70150.2 +701-90 +701.90 .14311.3 +701.75.9 +701-0 +701.90 aWe3' +1.4&5 +1-55.7 +70158.7 +1434.3 +7014325 +701.90 +150.1 +701-77.1 +701430 +!455.8 +701-71.3+70/55.3 +701-90 +/59.8 +701.79.9+701-76.5 +701.90 +1-57.2 +701-78.4 +701410 +701.90 +1531 +701-723+701438.5 +701.90 N 0 O g 8 Q 0LLJ FRAME o O O �� � ,�,V _ 10'MAX. J I� ASSEMBLY > o o W u Q = ' I TUBE TABLE 13: Design Pressure(psQ for Windows Attached to a Horaadal Frame Assembly Tubero ' WINDOW HEIGHT Window Wdth WINDOW FRAME H� under 23'25.15118' 27-514' 311' 33-112' 35' 37' HEIGHT ASSEMBLY p o 110 zC Anchor Anelor Anchor Anabar TUBE _I WINDOW I- ' ADDITIONAL z u;a ' Q Gmup Group Group Gmup Anchor Group Anchor Group Anchor GiouP 'I WIDTH I �4��FR�. Wwo �a O All A9 A9 All A B C&D A B C&D A B C&D 101 >m � T II under 23' +701-00 +701430 +70%911 +70140 *701.90 +701437.8 +70150 +711140 +70!433.8 +701.90 +70%90 +701 SEE SHEETS 1&4 FOR WINDOW ANCHOR -75.2 +701-80 } ADDITIONAL o= W 25-15116' +701-913 +70150 +70490 +701410 +701-90 +701-90` +70150 +701.90 +701-90 +701.90 +7¢437.8 +70/40 +701-90 I ANCHOR LOCATIONS AND QUANTITIES.SEE SHEET 4, 3 FOR ANY ADDITIONAL ANCHORS 38318' +701-90 +70/430 +701-90 +701-90 +701.90 +701-g0 +70/-90 +70150 +701-90 +70/.90 +701-0 +70/430 +70/-90 ()IF REO. REQUIRED FOR THE FRAME ASSEMBLY P 48' +701-90 +70/50 +701-90 +701-90 +701-90 +701-90 +70/40 +701430 +70150 +70/.90 +701-90 +701-90 +701430 TUBE. ��t`t L fly $ 50-518' +7x•130 +75430 +701.90 +70/50 +70/.90 +701-DO +70140 +701-90 7al-90 +70/.90 +701-80 +701-0 +701.90 WINDOW I ``��pNY .YNN�/ 80• +7a•BO +701.90 .70150 +7x40 +701.90 +701-90 +70%911 +7x40 +701.90 +701-90 +701-BO +701-90 +70690 WIDTH 3"- '� �1GENSF''•!!� 83' +701.90 +701430 +70150 +701.80 +70150 +701-0 +7014311 +701.90 +70140 +70150 +701410 +70140 +701.90 SEE SHEETS 1&4 FOR WINDOW ANCHOR 72' +701-90 +70140 +70150 +701.90 +70150 +701430 +701-g0 +70150 +701.90 +701-90 +70150 +70150 +701-90 LOCAT)ONS AND QUANTITIES.SEE SHEET NO.58705 ' 3 FOR ANY ADDITIONAL ANCHORS 78' +701-90 +701430 +701-90 +701.90 +701.90 +70150 +70140 +701.90 +701.90 +70/-90 +70140 +70140 +701-gD REQUIRED FOR THE FRAME ASSEMBLY 84' +701-90 +701430 +701-9g +70140 +701.90 +70150 +701.90 TUBE. •Y' 6• 1 �O�. TEk,�; %,(tis'•!�<ORIDP!.-�'-G\�� NOTES: NAL A'LO✓r A�II�.LLR`P.E``` 1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2)SFE SHEET 4 FOR SNUBBER REQUIREMENTS. P.e.p68705 FOR GLASS TYPES: TABLE 14: PRODUCP RBVISP,D 5)7/8"LAML IG:(1/8"T-7/16"AIR-1/8"AN-090"PVB-1/8"AN) 15 camp4w6 with Ido Fllaida a Deslgn Pressum(psQ br ShVe Wnd0ws,All Anchor Groupe Ruiidmg Cad" 'PVB'=TROSIFOL VB BYKURARAYAMERICA,INC. Accepton"�,, ,,& Window Widthunder 23' 25.15118' 27,14• 30' 33.112' 35' 3T under 23' +74.90 +701-90 +701-90 +701-90 +74-90 +701.90 +701-90 Mimni N70" +701-80 +70/-90 .70150 +701-90 -701-90 +701.80 +701-90 - +701-90 +701-90 +701-00 +701.90 +701.80 +701-90 +701-00 +701.801 +701-90 +70/-90 +701-90 +701-90 +701-00 +701-90 +701-90 +70/•80 +701-90 +70/-90 +701.90 +701-90 +701-90 V +701-90 +701-90 +701.90 +701-90 +701-90 +701.88.6 +701.84.8 WINDOW +701.80 +70%90 +701-90 +701-90 +701.87.2 +701.84 +701-79.9 HEIGHT +7d-90 *7M-90 +701.88.5 +701.81.5 +601-70 +601.69.4 +6CY.87.6 W O +70150 +71V-90 +701.88.3. +70/-78.7 +60/$7.2 +601.85.2 +601.83.3 WINDOW�. m a m 1� 84' +701.90 +701-90 +701-91.3 +801-70 +60/.81.8 WIDTH Q zo U SEE SHEETS 1 64 FOR 06 a WINDOW ANCHOR LOCATIONS AND QUANTITIES. W Z J o TABLE 15: F- 1 Doelgn Pmssuw(paQ br Windows Attached to a Vortical From Assembly TubeLL m Window.Wath O under 23' 25-15116' 27814' 30' 33-1/2' 35' F- 37' LLI H 00 Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group CV d A B 1 C D A B C&D A B CBD A B C D A I B C D A B C&D A B C&D ` (n under23 +701-90 +701-90 +70150 +T01-90 +701.90 +70/•90 +701-90 +701.90 +701-80 +701-90 +701.90 +701.90 +701.90 +701.90 +701-80 +701.90 +701-90 +701-90 +701-90 +701-90 +701.90 +701-90 +701$0 +701.90 LD 00 W O m�- �r 2615/18' +701.90 +70150 +701.90 +701-90 +701.90 +701.80 +701.90 +701-90 +70150 +701-90 +70/50 +701-80 +701.80 +701.90 +701-90 +7W90 +70150 +701$0 +701.90 +70/50 +701-80 +701.90 +701&0 J+701-84.6 .. v Q Z 38.318' +701.90 +70%76.4 +701-90 +701-90 +701-84.5 +7W-90 +701-90 +701-78 +701.80 +701.90 +7a-73 +70/50 +701.90 +701-80 +70151.8 +701-90 +70150 +701$0 +701-78.3 +701.90 +70/50 +701-74 +701-90 $O o O (n Z_ 48' +701.762 +151.1 +701-T3.1 +701.90 +1.87.5 +701-90 +701-90 +153.1 +70/$0 +70150 +1.58.4 +701-90 +701-90 +701-90 +/55.4 +70153.9 +70150 +7111-90 +/$26 +701-90 +70150 +159.2 +701-90 _ W 50518' +70/-72.3 +1-57.9 +/-69.3 +701-901 +/.64 +701.90 +701-90 +1.59.0 +701-90 +701-90 +/55.4 +70/.88.7 +701.90 +701.90 052 +701.79.5 +70%90 +701-90 +/019.3 +701.90 +701.90 +/•56.1 +70/59.9 •Y `-� 60' 0.81 +/38.9 +/-58.5 +70150 +/-54 +701.68.8 +701.80 +/-50.5 +70/.81 +701-90 +/•48.7 +701-74.9+70159.6 +701-80 +/52.3 +/57.1 +701-80.3 +701-90 +/50.1 +70150.2 +701$6.8 +/•47.4 +70%75.8 d Z 63' +/-58.1 +/•48.6 a/-55.7 +70158.7 +f51.ti +70%82.5 +701.80 +I-08.1 +701.77.1 +701-90 +/.44.5 +701-71.3 +701.85.3 +701-90 +1.49.8 +/53.9 +701-76.5+701.87.2 +137.7 +701.76.4 +70154 +/-06.1 +701-72.3 Z W O co g FRAME b0 VoU W Q 10'MAX. �7 ASSEMBLY $ u W m V -I TUBE 'Q o g� U A TABLE 16- WINDOW Design Pmssm"Q for Windows Attitchod to a LUdzontal Frame Assembly Ttbe HEIGHT e HEIGHT Whool Width WINDOW FRAME L �n��9� � J-70.1- 2616116` 27-W 3P 33V7 3Y 3T HEIGHT ASSEMBLY J- 10 Arohor Anchor Ardor TUBE WINDOW ADDITIONAL o `N 8 zC Gray Gr.W Graq Amcor Group Anchor Gmup Anchor Group WIDTH ANCHOR = a 910•MAX (4).IF REQ.All All All A B C8D A B C8D A B C8D urm 23' +70$0 +701$0 +70/-90 +7x-90 +7x57.6 +70190 +701$0 .701:83.8 +701-90 +7x.90 +Tx-782 +701-90 SEE SHEETS 184 FORWNDOWANCHOR25.1611x• +7x-90 +701-w .7x80 +701-90 +701W +70/90 «7x80 +7x-90 NOFao +701$7.8 .m-s0 +ma0 HORS ADDITIONAL LOCATIONS AND QUANTITIES.SFE SHEET'38318' +701-90 .701-90 +7x-90 +70/-90 +701-90 +701$0 +701.90 +701-90 +701.90 +701$&8 +701.90 +70190 ANCHOR 3 QUIREDOR ANY FORADDTHE FRAL A E ASSE48' +7x80 +701-90 +7x.90 +701-BO +701.90 +701-90 +7x90 +701-90 +701-90 .701-90 +7x-90 +701-90 (4),IF REQ. REQUIRED FOR THE FRAME ASSEMBLYTUBE. 50.516' +7x-80 .701-90 .701-90 .Ta-80 +701-90 +7x-90 +Ta90 +701-90 +701-90 +7a$9.e .701-90 +701$01 I WINDOW .`\ pNY NI� 60' +70/.00 +701-90 +701$0 +7x-BD +7p-90 .701-90 +7x$0 .701-88.6 +7x58.8 +701$8.6 +70184.8 «7x$4.6 +70/54.6 � WIDTH ``•�1�` ,-•-•.••• / �, 83' +7x-90 +701-90 +701-90 «701.90 +701$7.2+7x$7.2+701$7.2 +7x$4 +7x54 +70/84 +701-Tae +7x-79.8 +7x79.9 SEE SHEETS 1 8 4 FOR WINDOW ANCHOR Q', •,"Y�� 72 +7x-90 +m-90 +7x-88.5+7x81.6 +6x-70 +6x-70 +601-70 +60/w.4 +6a�a +60189.4 .6x87.6 +11x57.11 .11x-67.8 LOCATIONS AND QUANTITIES.SEE SHEET � � No.58705 7E +7x$0 +7x-W +7x58.3+7x-7a7+8x87.2+8x872+60/8.2 +6x$52 .8x85.2 .60161`.2 +801833 +6x81.3 +8x83.3 3 FOR ANY ADDITIONAL ANCHORS 8Y +7x-90 +101-90 .7x51.3 +ex-70 .8x81.8 = - REQUIRED FOR THE FRAME ASSEMBLY TUBE. r7- �Q�•. j.ATJ7F 'ONA� NOTES: //r 1111111111\ 1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS, A.LYNN MILLER.P.E. 2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. - P.E.458705 i FOR GLASS TYPES: TABLE 17: "Ronucil"PEVISBD OealOn Pressure(p9Q br Single Wlndowe,All Anchor Droops 6)7/8"LAMI.IG:(3/16"AN-1/4"AIR-3/16"AN-.090"SG-3/16"AN) ,,r"m1�3«ith ft Merida 11-31018 Com/�-O6 f¢.JQ. Window Width 8)7/8"LAMI.IG:(3116"T-1/4"AIR-3/16"AN-.090"SG-3/16"AN) copnSnoeNo � spinatlon Date under 23' 25.1511!1 27-3/4' 30• 331!2• 35• 37- •SG•=SENTRYG BY KURARAY AMERICA,INC. under 23' +91)/-130 +90/-130 +90/-130 +901-130 +90/-130 +901-130 +901-130 rvFimo "ha+9uC1�V13#19 2515118' +901.130 +801-130 +901-130 - +B01-130 +91)/-130 +90/-130 +90/-130 383/8• +901-130 +90/-130 +801-130 +90/-13D +90/-130 +90/-130 +901-130 48• +901-130 +84-130 +9D/-130 +90/-130 +90/-130 +00/-130 +901-130 5-1)WIt +90/-130 +801-130 +90%130 +90/430 +901-130 +901-130 +90/-130 V 60• +90%130 +801-130 +801-130 +80/-130 +901.13D +00/-130 +901-130 WINDOW HEIGHT 83' +80%130 7B8d•• 1901-13 +0/-1 90I130 +90/-130 +901-130.8 -+90/-130 801-15.7 W72• +90%130 +8 -130 +901-130 1-6 + Jo + J W0 +80/-130 +90%130 +90/.130 +60/-126.2 +0/-130 nr +O0/-130 +90/-130 +90/-13D +90/-118.4 WIDTH SEE SHEETS 1 84 FOR a V WINDOWANCHOR Q (D '0 0 LOCATIONS AND QUANTITIES. LLI IZ_J o TABLE 18: •: J U r J J Design Pressure(pefl br Windom Attaetred to a VeNend Frame Aaaembty Tube o d (, LL s� Q m Window Width W W & under 23• 2515115' 27.314• 30' 33-117 35• 37' d O Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group A B C D A B CAD A B CAD A B C D A B C D A B CAD A B C D 1j pQ W rj m� under 23• +70/-00 +70/.80 +70%90 +70/90 +70160 +701.90 +701.00 +701-90 +701.80 +701-60 +70160 +701.80 +701-30 +701-90 +701.90 +70/.90 +70/-90 +701-90 +701-90 +701-90 +701-30 +7440 +7460 +701430 +701.60 u _ h Z P 2515116• +70190 +701- +70/40 +70/60 +70160 +70/.90 +70160 +70160 +70160 +701-9D +70/.90 +70190 +70140 +701.90 +70160 +70190 +70160 +70140 +70140 +70160 +701-90 +74-90 +70140 +70160 +70140 $o $o U) Z 38.318• +70160 +701-78.4 +70/60 +70160 +70/40 +70140 +70160 +701-90 +meo +70140 +7460 +70140 +70160 +70140 +70160 +70!60 +701-90 +70190 +7440 +7460 +70140 +70190 +70140 +70160 +7W-.90 W 48• +70176.2 +/41.1 +701-73.1 +701-90 +70/44.4 +70140 +70160 +70178.9 +70160 +70/4% +701-73 +70/-90 +701.00 +70140 +70/76.5 +70160 +701-90 +70160 +701-75.1 +70160 +70/60 +70162.9 +70/40 +70160 +70190 Y Y 50.518• +70-72.3 +/017.9 +/69.3 +70160 +70140.1 +70160 +70160 +70174.8 +70160 +7 9090 +1.69.2 +70/48.7 +70190 +701.90 +701-74.4 +701.8D +70140 +70190 +701.712 +70140 +70160 +701-78.8+70149.9 +701.80 +70140 j j a Z C� lA•' +161 +/-a9 +/58.5 +701-90 +/47.5 +701-88.6 +70/60 +143.1 +7W-61 +701.90 +/68.4 +70/-74.8+70169.6 +701-90 +/42.8 +70163.0+70140.3 +701-90 +1.60.1 +70/.80.2 +70160 +1-66.3 +70/-75.9 +70/-90 +701-90 0 ' 'O Z w V 83' +l-58.1 +1-08.5 +/-55.7 +70168.7 +164.3 +70162.5 +70160 +160.1 1701-77.1 +70/.90 +/-65,8 -701-71.31+701-85.31+70140 +/.59.8 +701.79.9,+701.76.5, +70160 +167.2 +7W.76.4 +70160 +163.1 +70/-72.3+70166.5 +70160 �� K U) o(� W v Q $O ro0 0� U7V FRAME •i Ip •"+W Qc 10•MAX ASSEMBLY s 0 0 1=U 1n I TUBE w TABLE 10: ® �n @ N Design Preeare(ro0 br Wnd"wa Anaelred to a "b 1C"ntel Frame Aersnrmly TuteeT HEIO W n 8 C a BWhdwr Width - WINDOW FRAME l O e n under?3.25-18/16• 27 714• 30' 33.112 35' 3r HEIGHT ASSEMBLY i 4 m 5 Anchor Anchor Anchor Anchor Anchor Anchor AnchorG TUBE WINDOW ADDITIONAL Ucwj?•'� Group Group Group Group4 G WIDTH ANCHOR z O o X, All A8 All Ali A 1 B CAD A B CAD A B CAD 10•MAX (4),IFREQ. oder 23• +70/90 +7460 +70/80 +70/80 +70/-00 +7467.8 +70/80 +7480 +70/-818 +70160 .701 +70/.78.2 +7460 SEE SHEETS 1 A 4 FOR WINDOW ANCHOR p Z 2-,18116- +70180 +70180 +701-90 +701-00 +701-0 +70/-90 +701-00 +701-00 +70180 +701-00-+7447.8 +701.90 +7460 ADDITIONAL LOCATIONS AND QUANTITIES.SEE SHEET 38318• +74-80 +74-00 +74-90 +74.90 +70180 +70(-00 +701-90 +70180 +7018D +70190 +70160 +70180 +701-80 ANCHOR 3 FOR ANY ADDITIONAL ANCHORS (4),IF REQ 43' +70/41) +7480 +701.90 +70140 +701-80 +701-90 +70140 +70190- +70/80 +7480 +70160 +7460 +70140 REQUIRED FOR THE FRAME ASSEMBLY ``O � /I TUBE. 50518' +70160 +74-90 +70140 +7440 +70.90 +70/80 +70/80 +70140 +70140 +70/40 +74-0 +701-90 +70180 WINDOW I TUBE. `� \,10ENSF•�����' 60• +74-90 +7480 +701-90 +701-90 +70/-90 +70140 +70140 +701-00 +7480 +7480 +70140 +7490 +7480 WIDTH 83' 1+70180 1 +7440 +TQ/90 +70140 +74.90 .7480 +70180 +70180 +70140 +70080 +74-90 +70/-90 +70180 SEE SHEETS 1 A 4 FOR WINDOW ANCHOR _.k N0.58705 T2 +701-W +70/.00 +70180 +7440 +7480 +7460 +70160 +70180 +70180 +70180 .7d.00 +701-91) +70F90 - 78' +701-0 +7480 +70140 +70180 +70180 +7460 +70/40 +70160 +70180 .70180 +701-00 *74-90 +701-o LOCATIONS AND QUANTITIES.SEE SHEET - 3 FOR ANY ADDITIONAL ANCHORS --D ;/'�,+1 /rq 84' +7480 +70/-90 17480 +74.80 +70/.80 +7480 +7480 REQUIRED FOR THE FRAME ASSEMBLY A. TUBE. %O� S %SFS•'•�70R1DP-•''C S � NOTES: ;0NAL 1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. A.LYNN MILLER,P.E. 2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. PEA 58705 TABLE 20: Item Dwg.A Description Material ASSEMBLY DETAILS 1 7002 Main Frame Head,SIII&Jamb 6063-76 Alum. 2 7071 Anchor Plate 6063-TSAlum. ALL DETAILS SHOWN FROM THE INTERIOR 3 7003 Sash Top,Bottom&Side Rall 6063 T6 Alum. 4 7008 Frame Comer Key Steel 5 7009 Sash Corner Key Steel 3 6 7078 Frame Gasket Vinyl Foam li 7 7072 Sash Corner Gasket Vinyl Foam 8 7070 Bulb Weatherstri .187"x.275" Flex PVC 70 W 7024 Maxim Multi-Point Inds stem SASH 11 7026 Lock Support Plate Stem 12 7014 Multi-Lodz Keeper Stem AS RECIUIRED PER CORNERS 13 7013 Tie Bar Guide Nylon TABLE 3,SHEET 4 2 1 14 1 7015 Tie RarAssembly Steel or SS 15 7028 IlMaxlm Dyad Operator,WW�_24" Stem b 16 7027 Maxim Dual Arm Operator,W W>2N' Steri i 17 7030 Operator Gasket Vinyl Foam 7 18 7031 Operator Backing Plate Stem 19 7051 operator SpacerBlock Nylon 3 20 7032 Stud Bracket Stem I 21 7033 Operator Track&Slider Dual Arm Stem 22 7023 Egress Hinge(Heavy Duty),Mantlt.b Truth Stem 23 7050 ress Hinge/Washable e/Washable HD,Manuf.b Truth Steel 6 E 24 1 ISnubber,Anti-blowout Clip Stem 32 1713 Setting Block 5/32"x 3/16"x 1-1/4" EPDM 33 1714 Setting Block 5/32"x 71W x 1-1/4" EPDM 35 7036 Lami Bead B 6063-10 Alum 85 36 7092 Laml Bead C 6083.78 Alum. 37 7059 Lams Bead D 6OB3-T6 Alum 38 1224 Vinyl Bulb Ws Thick Flex PVC 70 t 39 1225 Vinyl Bulb Ws Thin Flax PVC 70 s0 IDOW 899 Silicon Badtbeddin B 60 7006 Screen Frame 3105-H14 Alum. INTERIOR 61 7040 Screen Comer Key Pdypnopolene p , 62 Screen Cloth Fiberglass / 6 63 1635 Screens line EM.PVC 64 320 ScreenSpring Stainless Steel 4 70 134 Add-on Flange 6063-7e Alum. 71 7004 Frame Ass Tube 6083-76 Alum. FRAME 80 1 1#832 x 2"Ph.Pn.Mach.ScrIWE B Stainless Stem 81 1 1157 1#8x1/2"Ph.Pn.SMS Stainless Steel CORNERS PRODUCT REVISED mth 82 #8x S/8"Fl.Ph.SMS Stainless Stem 86 ©wl�dingJing C.& the FlffiN 83 #8x 7/8"FI.Ph.SMS Stainless Stem 1 u u i i i I,, AeuPf==N;./ 84 #8x 1"FI.Ph.TEK' Stainless Stem �� �NYNIV y��� Redsed By: Doi.: Revision: Ex lsmm Dase 85 7L8x 1"CWad Pn SMS Stainless Steel ;���`r ............h1/ NO CHANGES THIS gy .•' VICENS ••,C� i JR 05/25/17SHEET. Miami ade Product Caasol 86` #8K1-1/2"Quad PnSMS Stainless Stem Q'; ':�� Revised By: D.le: Revision: 87 #10x 1/2"Ph.Pn./TEK Stainless Stem No.58705 89 #10.24x 9 16"Ph.Pn.TYPE F Stainless Steel 90 1 #12 x 1"Ph.Pn.TEK Stainless Stam "` — ® Description: Dro.n By: '. �qI BOM AND CORNER VIEW J ROSOWSKI 7070 TECHNOLOGY DRIVE F '••F,�ORIDP,.•'• N. VENICE, FL 34275 Tiv (941) 480-1600 CASEMENT WINDOW DETAILS-LM&SM 08/08/12 1111111\1 MT1NWSTFJE9,W0. Series/Model: Seale: Sheet: Orceing No. Rev: 0.LYNN MIU-ER,P.E. NL PoG7na RESERVF71 CA-740 NTS 10 OF 11 MD-CA740-LM C P.E.ri 68706 CERT. OF AUTH. 29296 .062' 1.124"r— NOM. .434' .125' 2.919" SILICONE HOT-MELT BUM .439" —� .062' 2.701' STRUCTURAL NOM. STRUCTURAL SILICONE 1.159' .062" 1/4'NOM. FOAM 3/18'NOM. POLYISOBUTYLENE WITH 2.784' 2.139' WITH DESICCANT DESICCANT .093' EXT.GLASS EXT.GLASS 1 FRAME HEAD, 3 SASH TOP, 71 FRAME O SILL&JAMB O BOTTOM&SIDE O ASSEMBLY TUBE #7002,6063-T6 #7003,6063-T6 #7004,6063-T6 INT.GLASS INT.GLASS � 1.358' � � � 2.203' +{ 10o KODISPACE 101 SUPER 441. 4SG TPS SPACER@NXT1'° �' 1.000, I} �� - .095 .423' .093' FIXED .093 O ANCHOR PLATE 60 SCREEN FRAME 70 ADDON FLANGE ALUMINUM #7071,6063-T6 #7006,3105-1-114 #134,6063-T6 tr EMENT POLYIS6 DESICCANT FILL AREA BUTYLENE 5/16*NOM. SEAL BUROLL-FORMEDLICONE SEAL .050' 706" .050' DESICSTAINLESS STEEL F ExT.GLAS •865' l( .865 EXT.GLASS � SS O35 BEADiB 36 BEAD C #7036,6063-T6 O 97042,6063-T6 1oz DURASEALO 1D3 XL EDGETm SPACER E)XL -L-1�G— -172' .870' ,050' T lll���l .5s9' 37 II BEAD D PRODUCT REVISED #7059,6063-T6 w complying with toeFWde Part# Description Material Building cede I aepml,re Nu 7'oro14.2 i� 111 t l I t 1 r J r Expimlio Date 100 Kommeriing 4SG TPS Spacer System \��. N.� N 7yy' Revised By: Data: NO CHANGES THIS $Y 101 Quanex Super Spacer nXT with Hot Melt Butyl sea this r\��•'�cENs M�� JR 05/25/17 Sheet for �1:' 1 F :��' SHEET. Mimni ado 102 Quanex Duraseal Spacer Q:' A Revised Ey: Date: Revision: Materials No.58705 103 Cardinal)(L Edge Spacer _=*r REFERES -8 89 0 /) ® Description: Drawn By: ' =P •. �-;�tu; EXTRUSIONS&SPACERS J ROSOWSKI ���••. 1070 TECHNOLOGY DRIVE N(41)480-600 5ICIR CASEMENT WINDOW DETAILS-LM&.SM 08/08/12 7l/1111111T POT INWSIRIE9,INC. Series/Model: Scale: Sheet: Drawing No. Rev: A.LYNN MILLER P.E. ALL RIONW RESERVED CA-740 NTS 11 OF 11 MD-CA740-LM I C P.EN 56705 CERT. OF AUTH. 29296