HomeMy WebLinkAboutProduct Approval (4) TABLE 11A S9+ �
Muulon Capacity Tile Ob.4e)
Opening Width(/armlicely-Spamdng millions)crOpentny Haight(for horizorta9yspanalg mu9ms) "13
601. 60 in 70 in BO in 190 in 100 in i20n 140 in -160-in 11.4
�
125%J.$4 RwoguL. Traprro.,S. Racia,galar hapttnang. RaaaOgutu TsapTdmp. Raciwguta Tsaprnimg, Raciarodiu Traptrran9. Ratlsnguar Tra0dan, Rocianguur TrspRrlsrg. R48engular TispTriang. tiaclargula B.O(le g. ;e�y
%.624 Load'n0 Loadne Wiling Loldmg Loadaig Lo." Loadup Lwdng Ld4ng Loading LoadmB Loadiii Laadng Laadsg Loading Loading Laadng Loading pY 5,1
Aium.Tuhe .5 l .L` w ,S Z $ '.,. r f.. -f �'.. 'E 8� 9 .H --, 'C .g 5'..,, r I.., •�,-, .' -� 5., •15
Mullion ?as e a § $ $•�, � �€ e� a1) a $� : �� Irk to- 3•41
u u v uo u ue u u uo u u," u u u u u 119 u u u," u ug
P z N
s�. fa �i �« �� �« � f« �� «« ��. �� 3 �« �� a �>§ ga �r$ «« � fa 2z �« �� g« �� f.a �� fa � �« �sr �a � «a z
4210 110.0 620 (TOA A5 170.0 711 1700 478 170.0 Us 170.0 606 110,0 922 170.0 6U BOA 1116 170.0 621 170.0 1240 170.0 521 1700 1488 110.0 521 Ba,0 1735 170.0 52t BOA INS 170.0 621 0
48 In 110.0 108 170.0 524 170.0 950 170.0 584 170.0 990! 170.0 630 170.0 1133 110,0 US 110.0 1216 110.0 677 110.0 1417 170.0 680 170.0 1100 170,0 Mil 170.0 1903 170.0 680 110.0 2267 1700 660 ? Z
60.626in 110.0 141 1100 563 1700 ass 170.0 631 BOA 1616 170.0 694 1700 1195 110.0 721 110.0 1315 110.0 747 170.0 1494 1100 766 170.0 1793 110.0766 IT00 2092 110.0 166 Rae 2391 110.0 756
641, 170.0 197 110.0 612 110.0 956 1100 691 110.0 1116 170.0 164 110.0 1276 170.0 603 170.0 1434 170.1) 931 110.0 1591 110.0 US 170.0 1913 110,0 961 170.0 2231 1100 061 160.2 2403 110.0 661 W
m o F
6010 170.0 805 170.0 701 I70A 7063 170.0 797 t70.tl 1210 170.0 978 110.0 1411 170.0 944 170.0 1594 170.0 996 170.0 1711 170.0 1013 1704 2126 170.0 1063 119.3 2163 170.0 1063 129.8 2163 17D.0 1063 (.) (0 6/)
6310 170.0 930 1700 745 170.0 1116 170.0 am 170.0 1302 ROA 940 it0o 1409 110.0 1015 170.0 1673 170.0 son 170.0 1859 110.0 1122 5569 2060 170.0 1169 1346 2050 1700 1111 lit), 2060 SJOA 1171 � W J
661n 170.0 974 110.0 169 Vaal 1169 170.0 903 170.0 1364 110.0 1002 Ilse 1559 110.0 INS 170.0 1753 110.0 1155 170.0 1948 170.0 1210 1430 1966 170.0 1216 122.6 1966 1IDA 1296 107.2 ISM 170.0 1206 � �c 3:
7210 1100 1063 free OTB 1700 1775 f70.0 ton 170.0 ills 1700 1128 1100 rise I70A 1228 154.1 1734 110.0 ISIS 1311.7 1734 769.1 1386 116.5 1734 155,9 13M 99.1 1734 150.4 1352 86.7 1134 150.2 1352 Z -i 2: d
S
7610 170.0 1122 170.0 937 170.0 INS 170.0 1080 1585 1556 170.0 1209 141A ISM 165.2 (295 131.1 1556 1615 1266 SILO 1656 141.3 1x61 983 1656 126.3 1229 640 1556 122,3 1249 73.7 1656 121.2 4316 + jw
z
3
TO In 110.0 1161 110.0 967 170.0 1361 110.0 1116 1560 1477 160.3 1246 136.4 1471 152.0 1224 121.2 1477 139.1 1206 109.1 1477 129.6 1191 90.9 1477 116.9 1169 71.9 1477 110.8 1169 66.2 1471 109.3 1164 Q 2 �.
5,1 90 in 142.0 ills 1465 986 113.4 11 l0 173.9 968 107.5 1110 107.9 961 88.8 1110 96.3 936 78.9 1110 87.5 922 71.0 1110 NJ 910 592 1110 71,3 891 60.7 1710 666 $19 44.4 1110 52.7 010 L CID Q � O
96 in 117.0 915 110.3 112 97.6 915 1015 966 11.6 976 09.3 642 132 975 70.5 829 56A 975 11.2 SW 685 976 65.4 on 4110 976 STA 188 41.8 975 62.3 775 M6 976 49.3 767 F X9z •W O
IN in 02.2 717 &.0 696 68.6 771 70.7 685 60.7 TTt 61.3 674 SIA 111 61.3 664 457 711 49.0 666 41.1 771 44.9 64T 31.3 111 38.9 632 29A 771 360 621 26.7 n1 32.4 612 (n W q Qb
fit I. 76.7 730 77.3 661 63.1 730 65.0 65D 64.1 730 56.3 640 41.3 730 49.9 631 42.1 730 45.0 622 51-9 130 41.1 614 31.6 730 35.5 500 21,0 730 31.4 689 23.7 730 29! 681 LU
11030 59.9 671 61.0 5fi9 19.9 624 61.7 660 4x.0 621 11,3 652 31.5 62A 39.7 644 33.3 624 35.} 677 30.0 624 32.2 531 25.0 524 N,5, 619 21A 624 24.6 509 10.7 024 22.6 Sol Of X
1441n 34.7 433 35.1 400 28.9 433 29A }95 24.0 433 25A 390 21.7 433 22.4 385 19.3 433 24A 3fl. 17.3 433 781 376 U cliQ
0.
TABLE 118 �_ €O�
AnchorCapacity Table fibCIx
s) AC:,-.OR CAPACITY ADJUSTMENT FORMULA:
Su011mur 2.7t Comme 3,6k Coro. hoem emu Filled CMU PTWood Muni (p )X(ANCHOR COP., \ ANCHOR CAP_ j
eJir Elco 114'SS Ito Ylr Eto 171'SSEfco 0105led 0126trel 4112 Brad \\MULLION
AnchorC)Ip Patterns 11%7141 Type 3fl£Eno uarcon --ou3tecon Uttrdca0 311r Elco L'ancon vt EScou8r8ca1 Aggrecatot Ulmean AggWaor Screl7(Gb)smfw(G5) Screw(GS) USE THIS FORMULA TO OBTAIN THE'ANCHOR
E pslmce On) 1' 2-112' 1" 2-irr 3-io r 2-117 I. 2-Ur r 3-Urr r 0.4a' osr owe CAPACITY REQUIRED'CORRESPONDING TO AN
Embodnenl 221, 134' to 1-311' 144' r 1.114' (-vC 1-114' 7-ve 1414' i4W 7 tavar s
' i'vaes ACTUAL PRESSURE REQUIREMENT FOR THE
x Anciuis 0 471r Min O.C./Stan ad a ode g 1T 300 tDs 39D m 450 W Sig to 1664 las zrgm9 leo las 354 ms 740llE 374 Its 664 Its gas to 341 Its 442 ft 5wke OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Ambers 0 1.15 Min.O.C.t standard(of OM&I)Cap I%rp 41041% 70D 1s NM WA NIA NIA 380Its NIA WA NIA WA WA OB2 M ass ills 1120 0E CAPACiTY(FROM THE TABLE)OF THE SELECTED
4Arctnn®rMIn O.C.1(2)2ffr"
/(Fl93y 70D Ins 780707 600 Sig 15M R% 1Laslos 54010; 5Eg as NIA 760 Its 748 Ins WD Its 1092103 6628% 89510; 1120503 MULLION,IT WILL YIELD A MINIMUM ANCHOR
IArtiasd 0.55'Min.OC.Iutilp• um fFg 4T NA WA R1A WA NIA NIA WA 171.0 WA NIA WA WA WA WA 126726 CAPACITY WHICH MAY BE USED TO QUALIFY
I _'(R1)5) 106 Ws 105 n% zz60, 445Ila 822 Its 1351Da lm ltti mm 3TolDs tel las 3371E 4L310; tro 1)n x21 lis 26o DA ADDITIONAL ANCHOR OPTIONS FROM THE
2 AncMR 7.1$6C ?.00.01 310 ea NIA WA NTA NIA 190 Rs NtA WA NIA WA WA 3li its 4120xi F60� ANCHOR CAPACITY TABLE. PI((7DUC7•RG4ISBD
m complying with She Flari t
1.250' Building Code 1G�+71g„o
FIGURE 1: FIGURE 2: TABLE NOTES: BXp1iMm
• 1)SEE SHEET t FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION By
ON LOADING,SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. Mies Dodo lroduc5
.711111111
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
FIGURE 3: w� ti>,•)'.••' ' . ��: r
ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.04' ,��.'t1CiLNS{:'•-••Q -'
CUP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS
i BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. N..571703
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 "ay `p (.•o .r
FIGURE 4: FIGURE 5: FIGURE B: :•s'1 '• j {,I :-
BE PRESSURE-TREATED YELLOW SOUTHERN PINE E WITH AN SG OF 0.55.ALUMINUM SHALL BE E O� •.Ct:
6063.75 AND BEA MINIMUM OF.100"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND 624'
.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125"THICK AND A36.ALL --'-�' ", 6,''�;CDIut?I`•• 'i��'�
L*
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. /S`S/OI1)n�,
#10 8#12 ANCHORS INTO WOOD MAYBE STEEL.18-8S.S.OR 410 S.S. 1.25'X 3.94'X.624' A.CYNN MIL12R\,P.E.
MULLION FL P.E.#58705
TABLE 12A
Mullion Capacity Table lbaifkr o �
Opening Wldlh(for vertically-sperming muttons)or Opening Height(for horimriely-Bpanr ing mJllons)
50 in 8444 70In - 901. tool. 1201. UOM ta07n Jet
Recl-outs PcprTducO. R.clonpi.7 Traprrdan0. Re6i=1er Tf.glelag. RacvN .r Tmp/Td. Revlon W Tn d d5'
^8• ,v PT aw Rncl.,na Tt.p7DtanQ. Re-wv TrL 41140, Rsct.npier Tta d n Rectanpulnr TrL-Ingo. O
AIum.T be lnadnQ tnadnp LaednB tpadn8 t. ng [mdnp taedcrp �LosdnQ [nadn9 laodrip Loadng I-AV taedn0 i�sdcp ta.dnQ L dng0 tnadn8 Loedry
Mullion
s � c
421n 170.01 020 170.0 435 1700 744 170.0 478 170.01 000 170.0 We 170.01 902 1170.0 519 1700 1115 170,0 521 170.0 1240 1700 621 170.0 1460 170.0 521 170.0 1735 170,0 521 170.0 Ufa 170.0 521 z
49[n 270.0 708 170.0 624 170,0 850 170.0 684 170.0 992 f70.0 630 170.0 1133 17D.0 6011 770.0 t275 170.0 an 1700 1417 170,0 650 t70o t7oo 1700 680 170.0 1983 170.0 660 t70.0 2287 170.0 080 J tll
50.62E 1a 1100 747 170.0 EOJ 170.0 e96 170.0 831 110.0 1040 1700 684 170.0 1185 170.0 723 170.0 1115 170.0 741 1T00 1484 170.0 756 170.0 17➢3 170.0 766 170.0 2092 /700 760 170.0 2381 170.0 756 x
wW 170.0 797 170.6 e1x 170.0 9se 170,0 691 170.0 rile 170.0 754 170.9 1275 170.0 643 170.0 1434 1700 637 17o.a ta94 1m.o esfi 170.0 6363 170.0 001 1700 2231 rr0,o 661 170.0 2650 170.0 eel m � �
1W In 110.0 085 170.0 701 170.0 tw3 170.0 797 170.0 1244 11010 e7a 170.0 1417 170.0 944 1700 lbw Tlo.4 906 170.0 1771 i70.0 1033 t70o 2125 170.0 1003 170.0 2479 170.0 1063 too.$ 2MO 170.0 1081 in 4vy
J
0.0 BJO 110.0 745 170.0 1110 1704 050 170.0 1702 170.0 MO 170.0 1488 110.0 1015 170.0 1073 170.0 1078 170.0 1069 170.0 1122 170.0 2231 170.0 1169 160.7 2663 170,0 1171 116.9 7557 110.0 1171 J
60 h 170.0 871 170.0 708 170,0 1108 170.0 9W 170.0 13U 170.0 1002 170.0 1550 170.0 1088 170,0 1763 170,0 .1155 170,0 1048 170.0 1210 170.0 23]0 170.0 1275 151.9 2431 170.0 1286 132.8 2417 170.0 1288 = m
721. 170.0 1001 174.0 876 170.0 1275 170.0 1099 170.0 1485 170.0 1128 170.0 1709 170.0 1226 170.0 1913 170.0 1316 2700 2125 170.4 1367 146.6 2184 iTOM 1400 124.6 21M 170.0 1528 109.2 2184 170.0 1530 ? U)
TBH 170.0 1172 170.0 837 170.0 1346 170.0 1080 110.0 1970 170.0 1208 170.0 17114 170.0 1322 166,1 1960 170.0 1421 1411A 1860 170.0 1006 123.0 1900 161.6 1610 100.1 IWO 104,0 1535 92.8 1900 1627 1671 j d
761. 170.0 1157 170,0 987 170,0 1781 110.0 1110 1700 1011 170.0 1250 7700 1842 170.0 1119 1627 1841 170.0 1474 137.0 1801 163.1 1500 114.5 1681 447.3 1173 98.2 5801 139.8 Ub9 8b.0 1881 137.6 1464 ¢ J v Z
801. 130.0 1328 170p 114{ 149.! 1190 756.0 1279 1x7.8 1390 138.0 1188 141.8 1198 721.3 7179 99.4 7396 110.2 1162 89.6 1398 101.8 1147 74A 1398 09.11 IfZ? 81,9 1398 827 t105 65.9 1796 780 -;w; Q
961. 117.4 i?29 161.6 1090 122,9 1229 127,0 1070 106.7 1228 111.2 KIM 92 1229 86.9 1044 81,0 1x29 680 1020 73.7 1219 024 1016 61.4 1229 T2.2 993 627 tZ29 809 977 46.1 1228 62.1 067 � � O
1001. 103.5 Bit 105.0 677 60,3 971 80.0 682 740 971 77,2 849 63.7 071 68.4 837 57.8 O7f 81.0 82b 81.8 971 56.6 815 43.1 971 490 796 37.0 971 44.0 7a2 324 877 40.6 771 ry) N O se-
9
-
tti h 950 919 97.1 632 79.6 978 810 bf9 60.1 919 70.9 808 69. Dt9 829 784 53.0 919 5@,7 784 47.7 919 81.8 774 19.7 919 84.8 758 34.1 910 402 742 29.8 gig 37.1 732Fn
1201. 76.5 706 76.0 716 02.8 708 84.6 705 53.9 786 55.8 695 47.2 760 49.{ 880 44.9 760 44A 677 '37.7 7Ba 40.5 650 71.6 788 31.9 663 27,0 786 3L0 041 21.8 788 280 031
LU X
144 in 43.7 516 44.2 564 36.4 548 37.0 499 11.2 648 31.8 491 x7.3 630 78.2 485 Z4.3 548 252 479 21.8 636 22.9 474 182 638 19.6 484 75.0 548 57.2 455 13.7 640 16.5 448 C~.) X ,Q � ��•,
TALE 12$ ANCHOR CAPACITY ADJUSTMENT FORMULA: O
AnchorC• mcl Table(lbs) C},:C7
SutaitaW Vic COKn10 A6k Cativo Na90x Ct4U FIOedCMU PTWaW Mgg (Dp(DP_ CAP.,a,,,�.\�ANCHORGRP.,,,
Anther Type 3118 E1to U6d4o1 tl4'Eka U6recan 5016'EIcO yi61 Elco UOrptm 114'EkOUtImcon 114'SS Eke SPIV ek0 1/4'SBElco 810618% tl1251a1 -2 stw `MULLION CAP.,o,.„�! � 5� �3
AnchorCiip Patterns Jaime AQ S 2110r unractn Ammootcr st"(05)8cr6rr(G5) Scrw(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR
Foga 13SU-e On) V 2.112 1" 2-112 3-118 1' 1 2•VS 1 t• 2-V2' 1 2* 1 3-Iff 2 UP OSP 0.320 CAPACITY REQUIRED'CORRESPONDING TO AN
Embammt n Ial4• taro• tau• Iar4• 7 1-114• 1414• t 1414• I-VIC 1-114• 1.714• 2• 1H'a' I-we• vale. ACTUAL PRESSURE REQUIREMENT FOR THE
2 Anchors 90 4.78 Mtn O.C.1"--a Otsel CIO fIRO 164 300 Ws -TOO IDs 450 Ws a90 Wa 169 Ws Re On 200 88 363 Ws 740165 374 Jos 661 los 916 we 341 Ds 4421b, 56008 OPENING,WHEN IT IS LOWER THAN THE MULLION
4 AKKaa 02M'MIn O.G I elarawd to CWc1)Cup(nJ 3) 740 W. 740m 630 W, ASS IDS 14249. MIA 1560 be WA 60.S 144 NIA BBD 98 WA 6B2t» 8951td ii2o" CAPACITY(FROM THE TABLE)OF THE SELECTED
6AMkn 0l,7t'Mie,O.0/SIMdard(ar 0-I)CIP pig 4) 86510, COMIDY 750Ws 1940 flu MIA NIA 705 W, WA Mies NTA WA WA James i32T to ir180-ms MULLION.IT WILL YIELD A MINIMUM ANCHOR
4Alclen03•Mln.O.C./ 2c5An9WCaps/(179.5) ?WIbs 78itlin I ®D IDs 1560 Its I IBES Ws Dms 560108 NM 7003 748 Ws 68098 109208 602WS US Iles 112D a8 CAPACITY WHICH MAY BE USED TO QUALIFY
6AKtrra®3'Min.O.C./07j2r5ArydC9fd1Pit 6y 11700. St70Ws1020022 234003 2844Ws 84088 MIA 174098 11225 20
, 7, @5 2030116 10224613770; 16008, ADOTCtONALANCHOR OPTIONS FHMTHE
3Atttnn®1.84'841.O.C.lUCl11,630,128 Akan.lF167) ILIA WA 1 NIA WA IIIA NIA WA NIA WA NIA WA WA N!A WA 073 ANCHOR CAPACITY TABLE,
6AKMnC064•MhI O.C.tU�ip,into,122 Akg71.PiQ 8) NIA WA NIA WA MIA NIA WA MIA WA WA WA WA NIA WA 211 98 PRODUCT REVISED
2 Archon C 266'MIn O.CJ FC,p Ong 8) 37010, 970IQs 1154>s 711448 772 ! NIA 280 Ita NIA MB lm NIA 440 Ws WA 311 Os 44296 E601m us aamplyi118 with Y10 Florida
3ATchsn 01.71-Min.O.C.I FLIMI ,110) 4430» sZE ret 3700, 97908 NTA NIA 3539% NJA 1097841 NA WA WA 511tx 1 684 a8 84omsBuiSdng Cadet
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. Acap10oc0 No 1�o�G72t�O
CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. E.pirmi n Daic &:ja'f4v 1
FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4; By /' r
• • • • • • TABLE NOTES: -2.000' Munn Dade ltodactCm
v1t111111t11/
• • 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 )yJjt,
FIGURE 5: FIGURE 6: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 2' •.•.lir ;
• • • •• THE N CLIPS SHOWN AE NOT TO SCALE,FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES TO BE DILLEIN .250' 4.000° "'t:r• idu !A;705• • • • � IL_�._..J LOCA OD FOLLOWING DIMENSIONAL RESTRICTIIONS SHOWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED,A PROXIMATE HOD£ •u,.'-` !, U •_
u j k
• -J( 1_
FIGURE 7: FIGURE 8; FIGURE 9: FIGURE 10: ANGLE CLIP d}SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT•FILL£O CONCRETE BOCK UNIT ,"'
• • {FIGURES 585} (CMU)SHALL CONFORM TO ASTM C•80.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. (; •.fitORtOh••:
•. MUST BE USED ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33AND.045'THICK(18 2'X 4°X.25•MULLION s`5/
IN PAIRS. GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW A.LYt N AV-OIV��G•
7 t
• •• • • THREADS BEYOND THE MATERIAL,#10 8#12 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. �P.E.
FL P.E.#58705
TABLE 13A -
Mullion Capao TablO(Ibs1W)
Opening Width(for ueWcaly-sparring mJllorls)or Opening Height(for h9dmMagysperrirg mJSora)
® �
501n 60 M 701. 80 In 00 In too In 120 N 1401n 100 In ^4' Q
Reclangutr Trap/llimp. Rodmiluler Tmprrdang. ReclangWar TieprTdang. Radengular Trep7dang. R.i.g 1. Treprldang. Raclen9Jar TmpTdang. Rect.neul0r TraidTill", Roclano TlaNrdan9.[R-1;er�l0r Treprtdeng. � LLO
2a67t.25 Loadog Lowing Leadng Loa&g Leading Lwdng Loadng Lowing Loeduq Loedn9 Leedng Loading Loading Loafing Lowing Loadndding Loading o:
w
Alum.Tube Lq@•. r _ _ _ z: Q $ gD3 yL§'_ $ gag $ L'_ L' L' _ _ _ ^Y
Mullion
6i d i! ` d d� O� J 5 1S�• ` r7 d�. gg g �. yy}� $
fi F 6 �` $ ray t7 �g N LL
ca
426 170.0 620 170.0 435 170.0 744 170.0 478 170.0 888 170.0 500 170.0 907 170.0 510 170.0 1118 170.0 621 170.0 1210 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 1053 170.0 521
46 In 170.0 700 170.0 WA 170.0 850 170.0 501 170.0 992 170.0 630 170.0 1133 170.0 881 170.0 1275 170.0 677 170.0 1417 170.0 880 170.0 1700 170.0 680 170.0 1883 170.0 880 7267 170.0 880 ? _
50.625 In 170.0 747 170.0 585 170.0 898 170.0 631 170.0 WO 370.0 6114 170.0 1105 170.0 723 170.0 1345 170.0 747 170.0 1404 170.0 750 170.0 1783 170.0 750 170.0 2092 170.0 756 170.0 2391 170.0 750
'-s
54 h 170.0 797 170.0 612 170.0 858 170.0 691 170.0 1116 170.0 754 170.0 1275 470.0 1103 170.0 1434 170.0 537 170.0 1504 170.0 656 170.0 1913 170.0 061 170.0 2231 170,0 851 170.0 2550 170.0 661 LU 0 C)
so h 170.0 585 170.0 701 170.0 1083 170.0 797 170.0 1240 170.0 876 170.0 1417 170.0 044 170.0 1594 170.0 BB5 170.0 1771 170.0 1033 170.0 2125 170.0 1083 170.0 2479 170.0 1083 170.0 2837 170.0 1083 0 J
03 h 170.0 830 170.0 745 170.0 1116 170.0 850 170,0 1302 170.0 040 170.0 1486 170.0 1015 170.0 1673 170.0 1076 170.0 1850 170.0 1122 170.0 2231 170.0 1169 170.0 2803 170.0 1171 170.0 2975 170.0 1171
669, 170.0 974 170.0 750 170.0 11W 170.0 903 170.0 1]84 170.0 1002 170.0 1658 170.0 1088 170.0 1753 170.0 1155 170.0 1848 170.0 1210 170.0 2338 170.0 1275 170.0 2717 170.0 125a 170.0 3117 170.0 1268
7Th 170.0 1003 170.0 678 170.0 1275 170.0 1000 170.0 1400 170.0 1126 170.0 1700 170.0 1778 170.0 1013 170.0 1315 170.0 2125 170.0 1387 170.0 2550 170.0 1408 170.0 2975 170.0 1529 170.0 3400 170.0 1530 LLI
3 76 In 1704 1122 170.0 937 170.0 1316 170.0 lost) 170.0 1570 170.0 1209 170.0 1794 170.0 1372 PDX 2019 170.0 1421 170.0 2243 170.0 15M 17lta 2892 170.0 1619 170.0 3140 170.0 1694 170.0 3388 170.0 1705 M a R i�LLLLZII
i 70h 170.0 1151 170.0 067 170.0 1381 170.0 1116 170.0 1011 170.0 1250 170.0 1842 170.0 1380 170.0 2072 170.0 1474 170.0 2302 170.0 ISM 170.0 2783 170.0 1700 170.0 3723 170.0 1777 170.0 3083 170.0 1790 Q J
1.-
I
j Q rn p
9034 170.0 1328 170.0 7141 170.0 1584 110.0 1326 170.0 1859 170.0 14011 170.0 1125 170.0 1653 170.0 2191 170.0 178] 170.0 2856 170.0 1910 170.0tbSj 2125 ISB.O 3113 170.0 7173 130.5 3413 170.0 2381 Q Z
0o In 170.0 1417 170.0 1232 170.0 1700 170.0 1434 170.0 1963 170.0 1622 170.0 2207 170.0 1794 170.0 2550 1704 1952 170.0 2633 170.0 2085 100.0 2338 137.1 3189 180.5 2470 120.0 3189 156.1 2428 Uf081n 170.0 1584 170.0 1109 170.0 1913 170.0 1817 170.0 2231 170.0 1570 170.0 2550 170.0 2078 IBI.B 2781 170.0 2271 146.3 2751 101.0 233J 123.0 2281 105.8 2731 125.9 22]4 82.7 2761 118.0 1100 CV
1111n 170.0 1036 170.0 1451 170.0 foss 110.0 1700 1700 2103 170.0 1032 170.0 2621 170.0 2149 151.6 28]2 1613 2245 138.6 2632 143.4 2218 11].8 2166 974 2632 115.1 2126 05.4 2032 106.3 2096X
1201n 170.0 1771 170.0 1556 170.0 2125 170.0 1659 151.4 2152 159.0 1991 135.1 2252 MIA 1964 120.1 2252 117.2 183(1 106.1 2252 116.1 1816 90.1 1fl72 77.2 2752 88.9 1838 67.8 2252 01.4 1608 X1441n 125.1 16131 128.6 1445 10{4 1581 106.1 1125 88.4 1581 01.6 1407 73.2 1581 80.7 1390 80.5 1661 72.3 1373 62.8 1584 85.7 1353 521 1330 41.7 1581 40.1 1305 18.1 1681 H.4 1283 Q..N Z
a m0 s0
TABLE 13B ANCHOR CAPACITY ADJUSTMENT FORMULA:
Anchor Capacity Table Iba
CAP.,eN
6utal.W. 2.7k Corcrne 3.5k Cane, Horton CMU Filled CMU PT wood Motel (OP,)X(,ANCHOR >=ANCHOR CAP.,,,
3f1C Eko 1/4'8S Elw 5116'Elco 114'SB Eko 910 Stecl Mattel Mated LLIOCAP.,,,,,,,,
Anctwr Type: 31f6'Eke Ultnxon 1/4'Eko UID.Oon 311G Eko IAUecon 111'Eleo UIOxm
Anchor Clip Patterns Maeal Agcrac.tor UK- AQW.G.1w Safer(65)screw(GSI screw(GB) USE THIS FORMULA TO OBTAIN THE"ANCHOR
Edge galnrce(In) 1• 2.Irr 1' 2-iR' 3-110' 1' 2-Irr 1• 2.17 Y 3-119' Y 0.48' 0.51• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN
Em!>ednml(h). 10/1' 1.1/1' 1-v1• 1-3//• r 1-114' 1.114• 1-134' 1-u4' f-U4' 1114• r 113/8' tare' lade. ACTUAL PRESSURE REQUIREMENT FOR THE
1Anehae®4.76'Min.O.C./Slarldardn0lbN Cop IFg.102) 3901bs 38 m 45060 890 We 1644 ma 2T01be 280 lbs 3546. 74016e 374 lbs 6S4 lbr 940 lb. 3411W 442 Its 5601h. OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Anchors®4.88'Min.O.C. Stard•d(W 06508 CUP(Fig.4 780 me 780 Me 090 nn 17601b3 323260 540153 5501W 7002. 1480IW 7161W 127204 11192 the 6026. BBS IW 1720IW CAPACITY(FROM THE TABLE)OF THE SELECTED
6 Anohwa®1.71-Min,O.C.1 Slen"a(or O95a0 Cbp(Fig.4) 1180lbs 1400 We 1010 Me 2595 lb. WA WA 949 lb. WA 1065lbe WA WA WA 1363 6. 17701W 2240 Wa MULLION.IT WILL YIELD A MINIMUM ANCHOR
4 Archn.®3'Min O.C.I(2)35 An0M gID01lFq.3): TSOM 70064 BBO Iba 1560 lbs 1806 ib. 540 lb, 580 We WA 760lb3 7451e. 6801b. 1892 lb. 8823. 6951W 1120 lb. CAPACITY WHICH MAY BE USED TO QUALIFY
BAn.hor.®3'WAO.C.I(2)35An0Y C9D6/(Fq.a) 1500160 15001W 1360 We 3120 for 3792100 1080103 1171116. WA 1520 Ito 1188 Oa 1760%6 37841W 1363 LB 1770160 22101W ADDITIONAL ANCHOR OPTIONS FROM THE
12A.ia.01.5•Min.O.G/(2)35AWIe C144/(Fig..7): 1660[be 21001W 1440 t)4 37801be I WA WA 1320 Me WA 15001W WA WA WA I 2045160 I 2854 ib. 3360 lb, ANCHOR CAPACITY TABLE. PWAI]UC'1'REVISED
1 Archon®1.11'MIn.O.C./llfgip,Inlo.f25'Alum.llq.8). WA WA WA WA WA WA WA WA WA WA WA WA WA NIA 1130 We m complying with Wd F191id1
8 Archon®O.B/'MIn.O.0-I UOIp.bto.l2S Ahem.(Flo.B): WA WA WA WA WA WA WA WA WA WA WA WA WA WA 200160 F----•2.000'^1 Build65g Code
2AKhm Q1.668Bd.O.CJF-UP 10): 3901b, 390 W. 450 Me 890160 1818Iha 2701W 2BOIW 3519. 74060 3141W 536IW 9/8IW 3416. 421W 500 W. Accpteueo 7.4016-o238.e3
IArcl.n 1.71'hOn.O.CI F-CYp(Fig.11) 590W 70060 5051W 1208 lbs WA WA 1701W WA 5339. WA WA WA 6026. 6951 11201W .250' imfl Qate t it
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES: D
Y
Miam d0 hoduc4
FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9:FIGURE 10: FIGURE 11: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON
• • • • • • • a • •• LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. \�� ``(U. 4//4
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ;4 ,•'�1CI:I•ISC
• • • 6.000' i .' A.
MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS = (•Irl.69705
• • • • • ' • 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON _
FIGURE 5: FIGURE 6: FIGURE 7; SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ,•:7117_=
ANGLE
Q !;
• • • • • • • • CUP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED �•')5 y1',>.TLOF :•�i
(FIGURES CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90•WOOD SHALL BE PRESSURE-TREATED '%V.(` t'/,OIo0l,
• • • • • • • • 5-7) YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125' �,k�rj,,5'•••••••' ��x'
MUST BE THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO �'rl`? of "k. 113
• • • • • • • USED IN BE AT LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW / '' t
PAIRS. THREADS BEYOND THE MATERIAL.#10 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. 2'X 8'X.25' A.LYNN HX 667,P.E.
MULLION FL P.E.I{58705
TABLEI4A �n
Mullion Ca ae Table ib671'i'
Opening Wldlh(for+edicaly-spar" MLAlons)or Opening Holght(for hod2ont$Pyspnlleing 1f Upon.)
60 in SO to 7D in 00 in 90 in t001n 1201n 14010 18010
1R'tapda Tr4p7Tdaro. ReotarederIdTmp?na.g. R4ctargu14 T.#Tdap. Ractardar Tw7fty. R.WvAa TM#TAI ,.1U Redwvdw T-PTrkuv ReotnrgWr T.0"r,r. Re4laredar Tnp7Tdag. Raotangalu TnP/1dap. p O
1.28'•x2.11" Loadir Loaotr Loaft LoadNg Loeokv taitliro Loadnp Loaft Loaak42 Laadlr Loadire Loodkp {nadir toadlre Loadlr L-wM Loodky .QLoadiro 194:
X.12w,Alum
Tube MUH
Z ° `� L-U
11 TN,i I
4210 1442 $23 167.0 428 1282 1 526 1 1489 419 107.0 626 128.9 414 Bat 626 134.6 411 80.1 620 134.1 411 721 STB 130.1 411 60.1 528 134.1 411 51.5 528 134.1 411 441 526 1311 411 0
l8In 90.6 403 1080 333 60.5 403 947 325 SAO 403 Bao 370 6a4 403 81.4 317 53.7 403 78.1 316 48.3 403 ma 314 40.3 403 78.6 314 34.6 403 78.8 914 30.7 4IX1 78.8 3f4 J I11
69.87 !n 3 362 91.0 301 68.$ 782 79.3 194 58.8 762 71.8 289 6L5 J6/ 87.2 288 45.7 367 94.8 284 41.2 382 818 283 34.3 361 GLff 283 29.4 382 83.5 283 247 382 83.6 283 ^� (�^a (n
6010 67.8 318 74.1 167 fi46 318 64.2 2117 485 318 67.1 258 424 3111 536 257 37.7 316 Sp.O 230 3111 316 49.8 249 28.3 310 49.1 2111 ?A.2 310 49.1 2411 71.2 3111 48.1 740 m 0
60h 49.5 258 b3.1 210 41.2 2611 46,7 214 353 258 40,7 210 *01 258 37.2 207 27,6 258 34.9 2D4 24.7 256 33.4 203 2a6 258 322.2 291 17,7 258 Y1.2 701 tS.b 268 72.2 201 pj to
6?M 127 234 46.9 100 75.8 234 38.1 1115 3ab 234 34.7 1111 76.7 D4 31.8 tee 237 234 29.4 1118 71.4 D4 20.0 194 17.8 234 D.$ 1113 15,3 234 tab 113 134 234 20.5 183 j
681n 37.1 217 39.4 1113 31.p 213 317 179 165 213 28.8 178 27.1 213 77.0 173 20.8 213 25.1 170 111.11 2i3 237 169 15.5 713 9.7 111/ 13.3 213 220 '166 11.0 213 22.0 181 m
Tti1 2116 178 3a5 Sb3 218 R8 25.8 152 70.4 y79 23.5 i49 t7.8 179 203 147 t59 179 t8.7 tib R
711 h 24.3 1117 244 140 10.3 181 21.8 137 17.4 1111 18.0 135 76.2 1111 17.0 133 .p
TBN 226 162 D.3 137 10.8 162 i/,0 131 181 162 17.5 118
TABLE 1411 ANCHOR CAPACITY ADJUSTMENT FORMULA: z Q C', O
AnchorC9pecl Table 0b�{
Srukate: 27k Cuxrtte 3.5 eevt F1o8wC14U ANCHORCAP.,,,,,,,,, Imo-• X..Z 85 p
F11ed= PTWoW Mots (OP,)Xt }=ANCHORCAP._ to 84..T
6116•Ekp 114•S6EkoNtfi•Eko V4'99Eko N10Sk41 tl12S1ce1 YI21icel MULLION CAP.•„,,,,, .-
Arceatyp. 9I18•Eko unracm ttr pco Upr4cm 3r16•Eko U9mcon v4•Eko lnuazm ApBnG�or 10-04 AWe"Of screwlca}scro4;Gsy st"(GS) USE THIS FORMULA TO OBTAIN THE*ANCHOR W cV
AnchorClip Pattern* UllmanVa
EAF gslarce(Inl +' &12' 1' z•1rr &ire• 1' 2-112• t• sv9" 2* a4a o.51• 0.32v CAPACITY REQUIRED'CORRESPONDING TO AN I1 w N
Emt)Oanmi P11 1a•41,Vr tart tarn" 7 bit4• t-t74' t-vs t•ud' 14r4• 1 014• T ts9• +ata• vases ACTUAL PRESSURE REQUIREMENT FOR THE
4AMIOM 3•MI9OC-1(122054 7 780198 78pIns Geo us 1560 p3 16061te 5401bs a6obs wA TEpm4 70- 8901m 189290 6B21os B659s 143096 OPENING,WHEN IT IS LOWER THAN THE MULLION
CAPACITY(FROM THE TABLE)OF THE SELECTED 0.22 2 4A
MULLION.IT WiLL YIELD A MINIMUM ANCHOR m�
CAPACITY WHICH MAY BE USED TO QUALIFY •cc
c
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
TABLE NOTES:
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. �'-'128$•--1 r;R(:)UCT RFYISED
os complying with the FlmiSt
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDtOR OPENING WIDTHS IS ALLOWABLE. Buildu1g Coda
FIGURE 1: ApxPlaace No 102-0211&42
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. BxP""line I�,QrL
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.116' By Da
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. M. de
ANGLE CLIP MUST BE USED IN PAIRS. 125, 111 f 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 �� ��{LYNN 4114ftrr
YELLOW SOUTHERN PINE WITH AN SO OF 0.55.ALUMINUM SHALL BE 8083.75 AND BEA MINIMUM OF.128" ���.•���,gNfi� ''f F'P rri
THICK,STEEL STUDS 70 BE A MINIMUM GRADE 33 AND.04b'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 1.18•X 2.11'X.125-MULLION Q
LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MULLION) T;r Nq•!i8-!OS _
THE MATERIAL.#10 i;#72 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. -
- f/ r CY-
F`• S1 Te or (•f7`
Om
k.
A.LYt1NIMILl� P.E.
FL P.E.#58705
0 0
TABLE 15A
Mullion Capacity Tablet IbaNe 850~
Opening Width((or ter6caPy-sparnirg muliors)orOpening Hal4ht(for hodzorae*spamrg nataiom) to
501n 601n 701a 00 k1 go In too in 120 in 14 In 160 In 11.11,
� O
li-tmlg un Tree nano. Ra noWsc TreptOSany. Redonadlr Twitlaag. Rectenoedsr Tmieroriatq. Rmlenonar ttap'Tdong, Rtdangisr TroP!ln8ng. Reetangder Trep'7lfang. R dwge4u Traprldang. RectenguW Twmeng.
3.2.6"30 Lending Lcedng Leading Loading L"*w Leed119 Laadng 1..".2 (084419 Lowell Leading Lo-ftLoading Leadn9 Loadntl glancing Loadrq l0adng
DEG.AL
BAYMULL
I � � � �
z (�
o
4270 170.6 520 170.0 435 170.0 741 170.0 1 476 170.0 058 170.0 508 170.01 972 570.0 618 170.0 1118 170.0 521 170A t240 170.0 521 170.01 1488 170.0 alt 170.01 1735 170.0 621 149.1 1740 1740 521 1
J tiJ
46 N 170.0 708 170.0 624 170.0 850 170.0 564 1700 092 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 880 1522 1522 170.0 660 130,6 1522 170,0 060 114.2 1$22 170.0 660 g Z
50.025 In 170.0 147 170.0 563 170.0 686 170.0 631 170.0 1048 170.0 684 170.0 1195 170.0 723 170A 1345 170.0 747 t&.2 1447 170.0 750 130.9 1443 1104 750 117.3 1443 170.0 768 102.0 1443 170.0 750 W -3 1] O
64 In 170.0 707 170.0 612 170.0 950 170.0 691 170.0 1116 110.0 104 110.0 1273 170.0 603 1004 1353 170.0 837 144.3 1353 170.0 558 120.3 1363 170.0 661 103,1 1353 170.0 861 90.2 1353 170.0 Oat G3 o }"
6444 170.0 885 170.0 701 170.0 1003 170.0 707 1670 1210 176.0 070 148.1 1218 170.0 944 129.0 1215 159.0 035 110.0 1218 15x.1 924 07.4 Mid 140.1 913 83.8 1218 148.1 913 73.1 1218 148.1 913 V J
03 in 170.0 930 170.0 745 170.0 ilia 170.0 650 160.2 1150 508.8 033 131.4 1160 153.0 Ilii (18.6 it50 14LD 098 t06A 1160 1343 SO 07.6 t15o t20,? 871 701 it50 128.2 azo 65.7 It60 126.2 070 � d m �
WIn 110.0 074 170.0 769 152A 1046 136.8 881 130.6 1045 148A 664 114.3 I04a 13].1 860 101.8 1048 123.4 SU 91.4 1048 150.8 830 T0.2 1040 109.4 821 06.3 1048 1003 516 67.1 104a 5062 018
7201 440.8 000 117.8 704 117.1 000 128.0 748 100.8 860 110.0 731 00.0 060 100.0 722 70.2 BBO 02.0 712 70.1 860 88.2 141 60.7 880 70.; 693 60.3 000 706 000 44.0 800 70.4 060 = yLLJ
Z
78 In It9.7 700 125.1 690 994 760 108.4 078 65.5 700 933 653 14.6 760 83.9 65; 60.6 790 764 643 002 790 71.7 835 48.0 790 05.1 824 424 7W 62.1 819 37A 700 81.8 817
Q ' r
761n 1t0A 730 415.8 657 VL3 760 98.} 844 710.1 750 85.D 832 59.2 TSO 77.1 621 61.5 760 70.8 012 55.4 700 007 605 48.2 730 584 684 39.0 750 68,2 688 3/A 760 sib 608 ZN ,Q .O
001n 72.1 567 74A 500 00.1 607 02.10 491 51.6 6a3 64.6 483 45.1 587 48.0 475 40.1 683 44.4 486 301 663 40.9 402 340 641 38.2 452 28.8 603 37.3 445 22.5 583 31.0 442 Q m 2 12-4
^
8070 59.4 495 81.1 443 49.5 495 dt.5 436 42A 495 44.8 427 37.1 4D5 39.9 421 33.0 495 38.1 415 29.7 495 332 409 24.8 485 29.1 400 21.; 49S 29.8 304 18.e 485 25.0 390 to � p a0
1001n 41.7 391 12.8 353 44.0 391 35.9 346 x9.8 791 31.1 }12 2171 701 27.8 377 23.2 3D1 244 333 20.9 301 724 328 17.1 701 19.7 321 114 391 17.0 315 W
11101 354 370 392 735 324 370 334 330 27.5 370 20.6 328 21.0 710P x1.4 ]70 22.6 310 10.2 370 20.6 9t2 18.0 770 10.1 306 x LU � to
12061 30.4 317 39.9 289 25.3 ]57 26.0 284 21.7 317 22.5 260 1D.0 317 16.9 717 i7.D 773 Q M ,Q p O
144 N 174 220 17.0 263 d 2 m(/3
ANCHOR CAPACITY ADJUSTMENT FORMULA:
TABLE 5B p
AnchorCa as ltvToblaftal �-3
CAP.•,,,,,,,,,
8ub3.5
tmte 2.7kCaunrdo kCone, HallarrCMU FdedCMU PTYsbed Molal (DP„q)X(ANCHOR )=ANCHOR CAP.,,,
5'16'Eko 111988 Eke Stir Eka t74SS Eko 910111101 1112 Bteef 812 61.11 MULLION
Arrc3wrTypa; 3116•Eko ul0acon 144'Elea UlBacan Ulbaoon 3118'Etoo UlUocan iN'Eieo UlOuon ApgaGata Uewaon A for aotaw(GS)Boraw(GS &,aw G5f USE THIS FORMULA 70 087.0144 THE`ANCHOR
Anchor Clip Patterns a9�a )
Edge pawns.(m1 1• Zan• J314'
F
3.118• 1• 2-uY 1• 2.1rc 2• 3-116• 2' a4a• 0' 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN
Embednenl(In1. 1414' 1-314• 7 1.114• i-144• 1-114' 1.114• 1.114 1.114 2' 1-16' 1.318• voles ACTUAL PRESSURE REQUIREMENT FOR THE
2Anchast�3'MEn.O.G.1(212:5An9k aipat6'g.tk 390 9u Mies f70o 14 270 tm 280 ws 3541bs 740 Ga 3r41ts 721tbs a(81W 3419n 44215. Sman OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Arc1wa 3.5•Min.O.C.I R12a5 An91e alp&I(Flp,21 780 IDs 760160 262.5 W 540 lbs Egg Ids NtA 11201b 740 Ib5 NO[be 1892 Me 582 We 8051b 1I201b CAPACITY(FROM THE TABLE)OF THE SELECTED
6 Amr.60 Z71'Min.O.C.! 2s5Ano Gps/tpq.3k 1120 Ra 11201b OSB t225/ka NIA NO lba NTA 1R591b N/A 13209, NA 1022 be 13Vib3 111001bs MULLION.IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE, PR(30UCT REVISED
FIGURE 1: u complying with die FloR&
TABLE NOTES: Building Cad.
Acoepin NO Ir".-C 518.03
• 1)SEE SHEET 1 FOR INSTRUCTIONS AL USING THE TABLES AND SHEEP'25 FOR INFORMATION ON LOADING. �Fmkl
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
Dy2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. M/FIGURE 2:
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS.SEE SHEETS 21-23. •t25W" ��tt `( 1•••i, 4,141 'ri
• • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. , `` .>Q,` .....t••.A, m
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. •T
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.250• _ y{C•ti8/05 _
FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED r "'
Is • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.56,ALUMINUM SHALL BE 6063.15 AND BE A MINIMUM OF.126' - fi
THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.046'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 30•BAY U /�( Or' ?!I
LEAST-126'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULLION %�� S'rATF
'•{�:,'.
• • THE MATERIAL..010&512 ANCHORS INTO WOOD MAY BE STEEL.I"S.S.OR 410 S.S. , PI.O11t0?;••;`G�,•;
ANGLE CLIP(FIGURES 1.3)MUST BE USED IN PAIRS.
A.LR,P.E.
FL P.E.#58705
TABLE 16A
Mullion Capacity Tablo ibsffe)
Opening Width(for%eNcaly-SparingmiAlons)or0poningHeight(far horl ag,,sparrirgmUlions) +rTrS
501n 00 In 701n 801n 001n lo01n 1206 1401n Iso In o
ftecta+rgWm 11WR1onp. RodmgW TraptTrtang. RecO•gulm TmprRSen9. Radangdm Treptldsid' Roctsngd« Traptidmrg. Reetm+pdar TteflTdan9, Rectsogdar Tr s+Tdang. Ractmelet Ttap Tdeng Rec[anP�la Towdene• a 1-
L_44
Waring Laedrp Ladiea Loarang Weding Lnadng Leading Loading gLndns Loading LoerMg 'gaLoeding Laedn9 Loading Leading loading Loading a FcZf
DEO.AL
BAYMULL N
9 1 '111 1.11,'1 II - I I I I 111111 - " z N m
42 In 170.0 020 170.01 435 170.0 744 170.01 478 170.0 080 170,0 500 170.0 992 170.0 610 170.0 1110 170.0 521 170.0 1240 170.0 $21 170.0 1400 170.0 621 170.0 1736 170.0 521 160.3 1871 170.0 621
406 170.0 700 170.0 624 170.0 050 170.0 584 170.0 992 17Q0 830 170.0 1173 170.0 801 170.0 1275 170.0 877 170E Ufl 170.0 800 183.7 1837 170.0 880 140,3 1637 170.0 680 122.6 1037 170.0 680 x
60925+n 170.0 747 170.0 503 170.0 696 170.0 631 170.0 1040 170.0 864 570.0 5195 170.0 723 170.0 1345 170.0 747 1To.o 1494 170.0 758 147.1 1552 170.0 750 128.1 1552 170D 756 110.4 1552 170.0 756 Ell D,c t)
546 170.0 701 170.0 612 170.0 958 170.0 091 170.0 1116 170.0 754 170.0 127S 170.0 8D3 170.0 I
70.0 037 155.2 1455 1700 056 129.3 1455 170.0 881 110.8 1455 170.0 601 97.0 1455 Q0.0 061 QT 0 h
006 170.0 065 170.0 701 170.0 1003 170.0 797 170.0 1240 170,0 076 167.1 1309 170.0 944 130,7 70.0 900 125.7 1309 107.6 084 104.0 1309 157.1 002 89.6 1309 157.1 062 78.0 1300 167.1 902 � J
636 170,0 030 170.0 745 170.0 1110 170.0 650 182.0 1247 170.0 010 1426 1247 104.6 963 120.7 52.8 @OS 114.0 2247 tH.i 952 95.0 1217 138.2 930 01.4 1247 136.7 935 71.3 1247 135.7 035 W
006 fl0.0 971 170.0 109 170.0 1180 170.0 903 1400. fiPo 103.7 905 120.9 1190 147.0 045 1164 30.5 028 1080. 1190 120.1 911 60.0 1190 119.6 OPo 71.2 1190 110.1 083 61.0 1190 518.1 80.7 Z f9 m �
c 726 101.0 1010 169.6 077 111.7 1010 144.6 550 1160. 1910 121.2 6@ 101.0 5010 111.7 620 89.6 05.6 017 00.0 1010 08.0 807 67.3 1010 00.6 795 57.7 1010 67.8 790 009 1010 07.7 709 J - j
s761n 137.4 908 1410 702 114.5 906 122.0 715 98.1 906 107.1 761 85.0 905 062 749 78.3 8.2 NS 00.7 WS 02.3 T20 67.3 900 74.7 718 49.1 908 7t.2 M 42.9 906 70.6 108 •-•I �y z
i 78 In 127.1 801 132.5 754 105.9 661 1125 738 90.0 501 68.0 725 79,4 081 06.5 713 70.0 1,0 703 03.0 661 76.4 894 63.0 601 Sa.l 081 45.4 act 64.5 575 39.7 001 01.1 672 1--
z
- `-
Q Q O
go In 82.7 046 55.4 574 89.9 040 72I 5M 59.1 040 02.9 SM 61.7 040R545 0.0 537 41A 640 47.0 530 S/.b 849 11.5 519 29,5 540 38.2 011 25.0 046 36.5 507 Q CD 2966 642 560 70.t 500 50.0 Sag 69.1 489 40.7 586 51A 491 42.0 5889 1.4 470 34.1 508 30.4 470 20.4 560 33A 459 24.3 500 30.5 452 21.3 SW 20.7 447 � W $b1036 47.9 449 16.9 d231
39.0 449 412 300 342 449 35.7 293 200. 4400 0.6 382 23.9 440 20.1 371 20.0 449 22.7 388 ILL 446 20.4 301 I60 449 15.9 350 WIII 6 44.1 426 45.0 3a.0 425 17.9 379 31,5 425 32.0 173 27.0 4256 02 302 221 425 24.0 368 180. 125 20.7 350 13.p 425 lot 343 Of LuG120h SL.O 384 35.5 2@.t 384 290. 326 24.8 364 25.0 32I 21.8 3044 17.5 313 17.3 304 tA7 300 U uy `$" �?
1446 20.2 253 P.4 16.6 253 17.1 230 a-� ,'^�
TABLE 168a 1'0
AnchorCa act Tab19 ibe ANCHOR CAPACITY ADJUSTMENT FORMULA: R
eubalmle: 2.7k Commla 3.51 Cone, tlo0ox CtiU
Filed CMtI PT Wood 6ktal (D P. X
(ANCHOR CAP.,,,;,,,,,,\_ANCHOR CAP.,,, g
1410'EIA 14'BS Eka NSO•Eico 114'8680o 910 0fed 412 Sim 912$led `MULLION CAP-,,,,,,,•,
AnchorCllpPOaeme Amrmrrypo 3tltrEkoUiroc«r 1t1`1]aoU:Bacm Ul9aon Stt6'EkouOmcon. 171•EkouFinaon Ag9m41e1« UPoaaon AppraGat« BomwS05)sarew(CS) 9«aW1057 USE THIS FORMULA 70OBTAIN THE*ANCHOR
Edge Mime(411 r 2-Irr r 2-trr 3.116' I^ 2-fir t• 2•Irr r 11W r 0.48• 6.54• Da21• CAPACITY REQUIRED"CORRESPONDING TO AN
Embedment MI I-W '4314• ta/4^ 1.3+4^ r i-114^ 1-14• 1414• 1.174• 1-114• 1.171' 22- tare' 1.3x6• w k. ACTUAL PRESSURE REQUIREMENT FOR THE
2A.hwa Q15-Un.O.C.1(2)2;6An0b aps 7¢q.17: 3906» 3D0&e Oso lbs 6901De 17aa the 27o Sa 2801ba 354160 740100 374Its 7201be 341 Ea 4421M 56013 OPENING,WHEN IT IS LOWER THAN THE MULLJON
4 Amh«s a 3.Y Kit O.0 1(2)240 Angle CBpa I(Fig.n 780 i3 763 ma 795 roo talo 13 2525•s b(6roe 500mz WA !12013 746 iba 860 Ill 3 602 r. 0551b it2o We CAPACITY(FROM THE TABLE)OF THE SELECTED
6Anan«a 2.71*Wn.O.C./(2)245An9bpipe/(FbAY. 11101be 112013 056 Ns 221813 2254 Ns PJA 84013 WA 10591.8 WA t310g,s 10220,a 1321 roe mao-u-1 MULLION.IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE. PRODUCT REVISED
FIGURE 1:
TABLE NOTES: m mmPlying with the Flon h
Buitdln9 Code
Acce(Nando loo i�•pZlQa.b^�
• • 1)SFE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. EA irmlan Date
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Dy
FIGURE 2:
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. Miam lmduct
3)MULLION AND MULLION CLIPS SHOWN ARE NOT IM SCALE,FOR EXACT DIMENSIONS,SEE SHEETS 21-23. �`�1 1�{NN 49
• • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. •126• 45°•�.,, ��� rt;;��,.••• •., I(C;• �;,
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. :`\�,.,LICINAF•'S'7t
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3,250' j4 53?05
FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90,WOOD SHALL BE PRESSURE-TREATED ••'
• • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 15063-T6 AND BE A MINIMUM OF.125• - Ir•
THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045°THICK(18 GAUGE).STRUCTURAL STEEL TO BE A7 ;..C1 ^ !�
LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 45*BAY �� '7
:i F.ti V OF
• • THE MATERIAL.910 ANCHORS INTO WOOD MAY BE STEFLL,18-8 S.S.OR 410 S.S. '0 ..'•.-PI •' •C'9,`
ANGLE CLIP(FIGURES 1
-3)MUST BE USED IN PAIRS. ''•���5/•'ri••�(;,.�•��'
A.LYN,
FL P.E.#58705
-
--'"-� 1.000" 1.000• r- - - s 2V
-{ 1.000• f- -1 1.000• �- I s.z6s-
.725" °
ppa
2.750' 125'
.125" .125° 2.7150' .125' 3.125° ""-.125" 3.188"
� Er
2.000 2.000' ,125"
2.116' N
' 265'
8 m
r125' 3" 3L75. -.125' ZN� N
i -T -T fi .906• T °
1'X2"X.125'MULLION 1'X 2'X.375'MULLION 1'X2.75'%.375'MULLION 1'X2.75°X.650"MULLION1"%3.125'X.5 MULLION 1.25"X3.166'%.265'MULLION 1.2fi'X2.11'XA25'MULLION 2
$063-T6 ALUM.
80113-TO ALUM. 6063•T6 ALUM. W63-TS ALUM. 8063.76 ALUM. 6063-T6 ALUM, 6083-T6 ALUM. u-° U)
X-SECTION X-SECTION XSECTION X-SECTION X-SECTION X-SECTION X-SECTION
W6D < Q
0 (0 U)
{{{ z
1 STANDARD CLIP I I TABLE A � LU
6063-T6 ALUM. I 2X5ANGL£CLIP Z
2.000' X-SECTION I 2.126" 6063-T6 ALUM. Dlmenalon Value(in) For Mullion: - '.
III U-CLIP 2.000' %SECTION A 1.825 Q Z
I I 6063-T6 ALUM.
125' XSECTION 125 B 2.854 1'XY X.1251d .�
Aluminum Z U
C 0.895 Tube Mullion Q p z E.4
o
.125'�� E D 0.740 d s o e�
740" - A 1.125 Z
1'X2'X.375° W O
"- -
B 2.404 Aluminum
6.500
CUTHERETo _.375" �5A00'-------{ Tube Mullion j
.375' _ 3.12b'-----�-j CREATE F-COP,8EE MIN. I+ C 0.835 d �y
MIN. DETAIL F•SHEET4 _ .375'MIN. D 0.490 Q .� `� p p
.338"MIN. A 1.875 OU)
A 1 u-CLIP A t __---.--- _ 8 3.000 1-X2.75'°X �
L_-_____..1 6063-T6 ALUM. `- ----------------- 2X5 ANGLE CLIP C 0.757 .375 Aluminum
TOPVIEW 6063.76 ALUM. D 1.11$ Tube Mullion
L STANDARD CLIP TOPVIEW
�C CENTER OF ANCHOR HOLE MUST LIE WITHIN THE E .450 Mln.
6063-T6 ALUM. DASHED BOUNDARY.SEE SHEETS 5.17 FOR THE
CENTER OF ANCHOR HOLE MUST LIE TOPVIEW CENTER OF ANCHOR ANCHOR D.C.DISTANCE.MAXIMUM ANCHOR A 1.312 1'X2.76"X
WITHIN THE DASHED BOUNDARY.SEE HOLE MUST LSE HOLE DIAMETER:ANCHOR DIAMETER+1116'. B 3,000 850+
SHEETS 5.17 FOR THE ANCHOR O.C. WITHIN THE DASHED
DISTANCE.MAXIMUM ANCHOR HOLE BOUNDARY.SEE
C 0.478 Aluminum
DIAMETER ANCHOR DIAMETER+1116'. SHEETS 647 FOR THE Tubb Mullion
ANCHOR O.C. TABLE B D 0.838
DISTANCE,MAXIMUM PGT Pitt 0 A 2.000 ^RCFUUCI'REVLSLLD
ANCHOR HOLE Mull Dimension sheetq i'X3.125•X
5.500' .375' DIAMETER:ANCHOR ( ) B 2.637 Budding in{wil6moF1oL11fll
Mu!llon Std.Gllp 4ffssf Cllp 1!Clip AnOla Clip 0863 .500•Alum
.375' MIN. DIAMETER 1116". C Budding lq t6-Q D
MSN. 1"X2 X.125"(5) 86605 668113M 6881118M 688243M 666511M Tube Mull AottMm aTb
D 1.137 piwu Daa /ZQ2!
�- -----------1------------; 1"X2"X.375"(6) 666006 666114M 6661119M 688244M 668512M A 2.825 Dy
I"X 2,75"X.378"Q) 66607 666115M 6661120M 666245M 666513M 8 3,282X3.188' Mian Dnda Pro4utx
X.286°Alum
e 1"X2.75"X.850 (8) 66808 668116M 6661121M W6246M 666514M D 0.662 Tube Mull1 7
--- - - -D 1"X3.125"X.500"(9) 66637M 6681116M 666U14M 668242M 868516M D 1.762 0,`(Gl'N1` &,'it (i '
-t- i 1.28 Xz.i1'X '��Gti4Sg
------_a 4 1.26"X3,188"X.285"(12) 66641M 6881117M 6881113M 666241M 656516M A 1.813
I ------ .121'Alum :• `r: _
1.26"X2.11"X.125"(18) 69370 WA 1 WA I WA BW517M Tube Mull lyo.56'!O`t
0. OFFSETCUP NOTES: , 'R. (i -L-e
6003-T6ALUM.TOPMEW
tU-
1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET, -^•�3'•. Sirti L L>' -
.740'-I-•-�--! 'rD/? •.,sLOR\O!"• ,Cjti"
^5 2)SEE SHEETS 5.20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS&ANCHOR O.C.DISTANCE. �Or-�!,•)`I•'` `��'
3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
FL P,E.#58705
-� 1.000• 1.D00' �1.062"-1beI
.0633E .385' .740'
n Ki
.062'-� }�{�.125• --•11-,125"
.062' - Al
AI STANDARD CLIP I 4.000" .125'4.000• 4.00D' 2.625" 2.000• 6083-TBALUM. 2.125" 2.000' 2X5 ANGLE CLIP 4+--.125• %•SECTION U-CLIP g0-SECTALUM
IONI g063-TSALUM. XSECTION ,126• N.125' .126• .125' X•SECTION
Z N
.031'I -- .125•J Q N
1 CENTER OF ANCHOR HOLE MUST LIE WITHIN THE J w
•125 375' .165"� 376• DASHED BOUNDARY.SEE SHEETS 5-20 FOR THE
_ �[ ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR m R U)
1'X4'X.125' 1'X4X.375" 1'X4"X.376'
I HOLE DIAMETER:ANCHOR DIAMETER+1116'. - w (n o Q
MULLION MULLION 'r-MULLION 6.500' 6.000' � Z V)
6063.76 ALUM. 6063-T6 ALUM. 6063-TBALUM. 3.126• CREATEUT ETU 375" 375' F• O t0 J
X-SECTION X-SECTION XSECTION '376•- _CREATE FCLIP,SEE
MIN. DETAIL F.SHEET 4 MIN. .L,- Z j
1.250' - .375' Z w z m
r-------� I r-------�
CENTER OF r--------- -----------1 4.376'
t1250 D12 I I I ANCHOR HOLE j MIN. =.I Q Z
I I I I MUST LIE WITHIN I I ¢ (L
I I I I THE DASHED
I I 1 1 I F BOUNDARY.SEE j 1 O Q` N �
E SHEETS 5-20 FOR I
2.875' 1 _-_ I I _-_ I E THEANCHORO.C. F -__-_-_1 F- Z m o
"O
3.94' I I 1 F I
DISTANCE
j j Cn Z 8 ��
3. 3. I I I I ANCHOR HOLE 1 � O Y Y
I I I I 1 DIAMETER:
00' .100' ,top• I 1 I ANCHOR I I F J ? 0
L ______J L_______J l_____________________J V Q ' 0
I DIAMETER+1/161. Q.� Q Q
.100' 2X5 ANGLE CLIP n Z m0,•Q
26 4' 6 4' rt L STANDARD CLIP U•CLIP 0063-T6 ALUM,
� �' CENTEROF ANCHOR HOLE MUST LIE 6063-T6 ALUM.
OPVIEW UM. 6 M TOPVIEW
--1 .820' F� -^I .820' 1-- --I .820• F-- WITHIN THE DASHED BOUNDARY.SEE T
1.25'X 3.25'X.100' 1.25'X 3.25'X.024' 1.26'X 3.04'X.624' SHEETS 5.20 FOR THE ANCHOR O.C. TABLE C TABLE C,CONT.
MULLION MULLION MULLION -DISTANCE.MAXIMUM ANCHOR HOLE Dimension Value(In) ForMulllon: Dlmenslon Value(In) For Mullion:
6005-T5 ALUM. 6005.75 ALUM. 6005-T5 ALUM. DIAMETER:ANCHOR DIAMETER+1116'.
7 X4' F 1.938 1.25'C3.25'
X-SECTION %SECTION %-SECTION G 1,000 ,125' O 0.500 X.624'
3.469• 5.500" H 2.680 Aluminum H 1.438 Aluminum
2.661• VALUM.
'` .375• ..I 375• 1 3.000 Tube Mullion I 3.260 Tubo Mulllan
-1 .126' MIN. I F 3.187 1•X4'X F 2.826 1.25'X3.84'
1.377" G 0.757 .375' G 1.125 X.024'
___ _ ______ H 2430 ABminum H 1.600 Aluminum1c4:uc1'RBvtsrn_-, m complying with Ore FloridaII 3.000 Tube 8'T I 3.260 Tube MullbnF 2260 1.26'X3.2b' F 2.013 30'Be MuX Ouitdhrg Code.125' I0.750X.100' F 2.675 45'Be Mull AcnplaaueNo "tYll8.09
.125' 2.250• 1 I 1 I 1 1.600 ube Mulrn Bpiewi Date30' I I H1 3.260 Tube Mullbn DyMi Delo►.due,3.260'46'BAY MTABLED30'BAY MULLION 6063-T6LL Mull Dimension POTPartf �YPlN0063-T6 ALUM. I X-SEC ---_-_- -_ ---_- sheat � ,....... .X-SECTION ( Mullion Bld.Clip OtleOl Cllp U•Cllp Angle Clip ;��O
1'X4'X.125'(10) 69304 GN111M W1122M 866241M M516M a� '' CENSE
OFFSET CLIP
I I .125' 1 G 6063•T6 ALUM. 1'X4'X.375'(11) 66610 666112M W61123M 666242M 668519M
.220",�-.981'-� .226' i+.981•�1 TOPMEW _ i•1U.56705 =
.740' 1'X4'X.376"7(11) 86053 660112M 8661123M 886242M 68BS19M _
NOTES: F 1.25 X3.25'X.100'(13) 20180 800112TH 6001124M 8862410M 0885116M -_ rt,
R•--
1.26'X3.25•X.624'(14) 20161 6001128M 6601125M 6W2411M 6666116M '•i7,••�. ul
�w 111 C(/;1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. ��.•.
1.25'X 3.84'X.024'(15) 20162 6601117M 6081120M 866241M 686517M `A S
2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. 30 Degroo(18) 66649 WA WA WA 6665110M �',���.'••�LUR?DP''`��
45 Degree(20) 66050 WA WA WA VW511IM
3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
FL P.E. 58705
TABLE Ey
Mull Dimension PGT Pert*
(sheet S) Mullion Std.Clip U-Clip I Angle Clip `I r •125' -1)- .725' .1 r ,126' ��c
2"X r X.25"(16) 66602 666261M 666271M J 66651121A Io
2"X6"X.25"(17) 66604 666262M 666272M 6665113M I STANDARDCLIP U-CLIP 2X5 ANGLE CLIP ^Ing
w
8083-T6 ALUM. 8063-TB ALUM. 8083-T8 ALUM. o U
2.000' XSECTION 2.125' XSECTION X-SECTION ✓'L'
NOTES: II 2.0100'
1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING I . cli
125' L 1 ,125' L .125' i8 m
DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. Z N L Oil
2)SEE SHEETS 5.20 FOR SUGGESTED,APPROXIMATE 1-1.490--1 0 F~
HOLE LOCATIONS. . 1.490' W
3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS.
--5.500,
CU7 HERE TO c)
5.000' 375' m c) o 00
3.500'�''� CREATE F-CLIP, .375' -- MIN. = Z m
---2.000'-- .375' C I_SEE DETAIL F. .375' rt
MIN. r SHEET4 MIN. F. O t0 J
Z
------------------------ -- -- g
I I I I
j j j W
z
4.000' j I j j Q J
.250' - rx -I---- --- --1- 3.438' + 3.438' rY-- I -------I
2'X 4'X.25' I I I I Z ❑ N r
MULLION 3.438' I I FQ-• Z„Z ap o
6063.76 ALUM. I I I to Q O
XSECTION 1 1 .375' Z ��
--------� - -- L---------------------i MIN. W 0 Y Y
L- STANDARD CLIP 2X5 ANGLE CLIP U Q
U-CLIP,6063.76 ALUM. Q O Q
CENTER OF ANCHOR HOLE MUST LIE 608376 ALUM
/SF. OR 2'X 4'MULLION,SHEET 18 CENTER OF ANCHOR HOLE MUST LIE 8063-T8 ALUM. m.250' WRHIN THE DASHED BOUNDARY.SEE TOPVIEW / TOPVIEWWITHIN THE DASHED BOUNDARY.SEE TOPVEW O sO
SHEETS 5-20 FOR THE ANCHOR O.C. LSHEETS 5.20 FOR THE ANCHOR O.C.
DISTANCE.MAXIMUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST LIE DISTANCE MAXIMUM ANCHOR HOLE y
DIAMETER:ANCHOR DIAMETER r 1/16'. WITHIN THE DASHED BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER E 1/16'.
SHEETS 5-20 FOR THEANCHOR O.C.
6.500' DISTANCE.MAXIMUM ANCHOR MOLE
CUT HERETO DIAMETER:ANCHOR DIAMETER+1/16'. b.000'
2.000' 3•`�0"- CREATE F-CLIP,
.375' SEE DETAIL F, .375 .375"
MIN. r-SHEET4 MIN. Ot MIN.
375'
I I I I I I
I
.':t011UCT'R6V15ED
I I j j av coinplyingwith tiro Flod6t
I I Uuilding Code {&.02°1115.03
I I I I I Acaplaue No
I I E piretim.13me QO2)
I I I I
I I j i By
.250° -- 0.000" -I- 5.438' tcodud
I 1 ljlll lll//�
1 I I 5.430'
b.438'
2"X6'X.25' I I I I �,��,.• ��CENgd• •.,F•P
MULLION
I
OD03-TB ALUM. I iJ0.5(3%05 _
375" -
X-SECTION I I 1 I MIN. ..i1' A.
I ____________________ : CL-_._- - .___ ______ _______� __ __ uZ:517iNIP .'.1/�
STANDARD CLIP U•CLIP 2X5 ANGLE CLIP i����S'••...,•• \�C9�.
.250' 0 TOP V EWM USED FOR 2'XX 61 MULLIOTOALU . 6063-T6 ALUMN.SHEET 17 8OTOPVIEWM /��`�/n(�Inj i
TOPMEW A,LY�ItS MILLER,P.E.
FL P.E.#68705
EXAMPLE 1:SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES.THE WINDOW FRAME DEPTH IS 2.1/4'.THE OPENING REQUIRES A DESIGN PRESSURE OF-H30.01-60.0 PSF.
No ANCHORS IN HEAD 1)INITIALLY ASSUMING THAT A 1'WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72'AND THE OPENING WIDTH IS 32'+32+1'=65".REFERENCING SHEET 25,THE COLUMN USING ® N
--_�-- RECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-114'AND WILL MEET OR EXCEED THE REQUIRED _
-- DESIGN PRESSURE OF+60.01-60.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. C <
a 0
��SEE SEE FROM TABLE 3A,SHEET 7,THE 1"X 2.75'X.375'MULLION(LENGTH=72',OPENING WIDTH=70")MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+1.58.3 PSF AND WOULD °
FENESTRATION DETAILS, o r
NOT BE SUITABLE FOR THIS APPLICATION. u
PRODUCTS SHEETS g IS
APPROVAL 23 oz U
FROM TABLE 4A,SHEET B,THE 1'X 2.75'X.650-MULLION(LENGTH=72",OPENING WIDTH=70')HAS A DESIGN PRESSURE OF rl-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE
72• OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS.
MULLION -- 04
LENGTH 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 3}D3 1-
j/
A
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. co N B W
SEE Q
co
3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL JSHEEAPPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE J
2.7 INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATESAND FENESTRATION PRODUCTS TO MULLION. g 8 N
L -- IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS r1-60.0 PSF.THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS.ALTERNATIVELY, m C3
NO ANCHORS IN WINDOW SILL THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: (h
32' 72' 0 � coJ
--I MULL wloiH (60 PSF)X( 636 LBS =524.9 LBS (MAY BE USED TO QUALIFY#10 STEEL SCREWS FROM TABLE 413) j
OPENING WIDTH- 72.7 PSF
THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL.THE WINDOW FRAME DEPTH IS 2-318".THE OPENING REQUIRES A
DESIGN PRESSURE OF*50.01.55.0 PSF. J 9z
Q
FOR THE VERTICAL MULLION: ,Q N
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1)INITIALLY ASSUMING THAT A 1'WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 3Z"+72'+1'=105'AND THE OPENING WIDTH IS 36'+36'+1'=73'.REFERENCING SHEET 25, Q Z
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THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2.3/8"AND WILLc0 R, ocn
EXAMPLE 2:MULTIPLE MULLIONS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.01.55.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. J
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FROM TABLE 3A,SHEET 7,THE 1'X 2.75'X.375'MULLION(LENGTH=108',OPENING WIDTH-80')MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+/-15.1 PSF
MULL WIDTH AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. U Q
- FROM TABLE 12A,SHEET 16.THE 2'X4*X.250"MULLION(LENGTH=108',OPENING WIDTH=80")HAS A DESIGN PRESSURE OF+1-64.7 PSF WHICH EXCEEDS THE REQUIREMENTS d Z�� 0
SEE FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. _ m O sQ
DETAILS, 6Kw mz0f
SEE BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2'TO THE WIDTH OF THE MULLED UNIT,THE ADJUSTED OPENING WIDTH IS 3S'+36'+2'=74',NOT 73'AS PREVIOUSLY A n a�
3Y• FENESTRATION SHEETS
rl PRODUCTS 23 ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING.ALTERNATIVELY,THE WINDOW WIDTHS MAYBE REDUCED TO MAINTAIN
1 APPROVAL\ �- THE 73'DIMENSION(35-1J2'+35-1/2'+2'=73').
2)USE TABLE 1213 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE.IN THIS EXAMPLE,ASSUME THE POURED
CONCRETE HEADER AND SILL ARE 8'WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8',CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.
VERTICAL
MULLION` - - USING THE STANDARD CLIP WITH(6)3116'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-1/2"GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER,AND
LENGTH DETAILS, DETAIL E, THEREFORE SUITABLE.FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS.
9
OPENING SHEETS 2-3 SHEET 3 FOR THE HORIZONTAL MULLIONS:
HEIGHT BECAUSE THE VERTICAL MULL WILL BE A 2'X 4"X.250'MULLION,IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS,ALTERNATIVELY.ANOTHER
FOR MULLION TYPE COULD BE CHOSEN.
KORM MULLION72• C. ply'n{wilhYioFlmi�
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1)THE MULLION LENGTH IS 36"AND THE OPENING HEIGHT IS 32'+72'+2'=106'.REFERENCING SHEET 25,THE COLUMN USING TRAPEZOIDARIANGULAR LOADING MAY BE BuiIding Code
USED.FROM TABLE 12A,SHEET 16,THE 2-X 4-X.250'MULLION(@ LENGTH-42",OPENING HEIGHT=120')HAS A DESIGN PRESSURE OF+1-170.0 PSF WHICH EXCEEDS THE AcrepIwm N0 IG-O21 E-03
REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 PS. E Pi�;Dwgc ,2021L
2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR The CMU SUBSTRATE.IN THIS EXAMPLE,ASSUME T HE CMU JAMBS ARE 8' y WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8',CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.USING THE 2X5 ANGLE CLIPS WITHMim(4)3/16"ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1•GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED
.. ANCHOR CAPACITY Of 521 LBS. 1.YN(V
—�39'.HORIZ. ,� 35•,HORIz. 4)FOR THE.-CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION,USE THE SAME ANCHOR CAPACITY OF 521 LBS.TABLE 12B FOR THE U-CLIP SHOWS THE ANCHOR `` c��, \,\G[IJS�•'•.F•Q
MULL LENGTH MULL LENGTH CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS,WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS.THE
OPENING WIDTH FOR VERTICAL MULL ANCHOR TYPE IS A#12 STEEL SCREW. if 14D.()B%O5
FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS: pp��
+/-64.7 PSF FROM THE VERTICAL MULLION; -,.0'.•//l' � 1/0 W
+/-170.0 PSF FROM THE 36'HORIZONTAL MULLION ATTACHING TO CMU; 1/j
+/-170.0 PSF FROM THE 36'HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION(INTERSECTION). ()'• R Aff_0 kJ`
THE LOWEST DESIGN PRESSURE IS+/-64.7 PSF AND WOULDAPPLY TOALL OF THE MULLIONS. ��,••••RCOftIOH,.•'(��•�
VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION /ON/NL. -;,\���`
PRODUCTS,WILL APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN A.LYNN MILL�K,P.E,
ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION, FL P.E.#58705
EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDALRRIANGULAR LOADING:
n
PW _ PW o
PW - -
...SHIDH J/D—
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SHIDH SHIDH- - I LPI , PWS m
4 4 4 - W
n
LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION j / / / LU o O
SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS
HINGED
OpN -
I
SGD
_ LOADING OF VERTICAL MULLION
PW 1 LOADING OF HORIZONTAL MULLION W Z
LOADING OF HORIZONTAL MULLION I�- a �
I a Q z
i PW PW Rog
PW 6
/ PW
SHIDH SHIDH SHIDH - Sfi/DH I U
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I SHIDH � �
LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION /� I
SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION
PW PW HR
1 _ -
I
LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL
MULLION
P -�
HINGED I
NOTES:
DOOR PW- _ Pw I .":!GUUCTREVISED
complyiu6 e•ilh Yn 1 Fbtida 1 DRAWINGS ARE
building Code
RERESENTATIONS OF TYPICAL AcoryNgace No p
I — PW CONFIGURATIONS. E Inti Date ZpZ3
PW CONFIGURATIONS NOT SHOWN R
o o I - _ _ MAY BE EXTRAPOLATED FROM Mi... hoduG ,
THOSE SHOWN.
n I 2)IF THE LOADING TYPE CANNOT `��``\.( LYNN 4,7���i�
BE DETERMINED,USE ,� �,QN, •• .,!!(F,'
I PW RECTANGULAR LOADING. .•' %CEI-]G
PW PW
3)SEE PRODUCTS'APPROVAL FOR
5
pl p, U7Gli
'- -- 1 ACTUAL ANCHOR LOCATIONS. _ I ^
LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION
PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS 6.. I(I.;
SGD _ O`'•, STr\'(C OF �'!'
LOADING OF VERTICAL LOADING OF HORIZONTAL A�LvNN'�f9��R1•d.E.
MULLION MULLION FL P.E.#68706