HomeMy WebLinkAboutBuilding Permit Application (2) TABLE 5A �
Mulion Capacity Table bale $ °t
Opening Vfidth(for tvrI1ca* mn*QmuMons)atOpeningHeight(formullions) �� b
So I4 6o in TO in 801n 90 N 100 in 1201n 140 in 150 l z p
fio.tenguly Tmp110ag. RaMN11ar Tap/Mang• RWAMWa Trapf _M, R-Amgdu TmplTdang. "F2ectenguim TMprVmg• Re0lvyuar TreprTrfmlg. Rectanxim TrwTdalg• Rectangular TOT114M ang. 5 t
1"x3.125"x Lnadng LOadng Loldrlg Loafing LOadog Loafing L0adm9 Lcadng 18adng Lcedrg l9e&10 uadng L-ev La kmo L-Ana LOadne haft 1Aaft gi U
v3 u u0. Zu u�� ❑1P ❑�� un otle x Lr ar r600"Alum
Tube Mud a a 2 n a a a r a a a i 8t g
u u 0 uuv U U
LL
o u C
b� _51
� H
£ fi fi S fi O)
a�� _ d� 2� dp 1` s� a s'� �W 2 dna s a` d�c � d` i d` a a� E� d` �2 0 LU
42 N 170.01 620 170.0 435 170.0 744 170.0 476 170.0 868 170.0 506 170.0 892 Inc sio Val) 1110 171L0 521 170.0 1240 170,0 521 1170.0 1488 170.0 5221 17&0 1735 170.0 Sit 154,4 1802 170.0 1 521 2„032( J
40th 17&0 708 17U 524 170.0 650 1710 584 770.0 982 170.0 630 170.0 1137 77].0 681 1780 1275 170.0 612 170.0 1417 170.0 8e0
r47
50.625In 170.0 747 170.0 603 170.0 806 170.0 831 17&0 1016 170.0 684 110.0 1195 170.0 773 170.0 1345 170,0 747 17&0 1494 170.0 756 1495 170.0 7s0 121,5 1495 170.0 758 106.8 1406 170.0 756 LU6411 1709 797 170.0 812 170.0 SW 17120 691 170.0 1116 170.0 764 170.0 1275 170.1) 803 1fi&1 14D1 170.0 537 148,5 1401 170.0 858 1401 170.0 0.81 108,8 1401 170.0 801 83.4 1401 170.0 WI K WW6011 170.0 085 170.0 701 770.0 1083 170.0 797 150.5 1156 1709 8'15 138.7 1156 187,0 028 120.3 1156 158.5 917 111.0 1158 140,7 010 1156 144.5 803 70.3 1158 144.5 803 69.4 1155 144.5 003m 03In 170.0 030 170.0 745 159.8 1049 170.0 950 137.0 1049 1555 680 719,8 1049 141.7 848 10&5 1049 1320 838 M9 1048 125.5 878 1049 17&3 620 60.5 1049 170.9 818 519 9049 118,8 8198811 160.5 OSS 170.0 769 138.0 '855 151.3 004 t19.1 055 133.7 788 1049 965 121,4 775 82.6 855 1129 765 63.4 855 10&4 751 955 98.6 749 69.6 955 9&7 748 5Z1 955 98.7 748 Z LU724 12&6 803 1349 697 107.0 1103 114.9 052 81.0 503 101.1 670 60.3 903 012 659 71A OW 839 819 C•42 SM 78.0 642 007 722 532 459 601 69.8 �GA 411 803 69.7 Cil � � J� �Z
S 70h 1092 721 114.1 629 01,0 721 %.0 816 7&0 721 05.1 603 40.3 721 70.5 605 80.7 727 70.1 680 61.6 721 854 5A 498 721 59.4 589 33-0 721 58.6 5% 34.1 721 56.1 683 ; Q ? r
70h 101.0 661 105.4 SO 842 664 83A 587 722 654 7&4 576 63.1 664 70.4 361 5&1 084 04.4 568 50.5 684 Sag 651 4Z1 601 54.1 541 38.1 684 54.3 538 31.6 684 $0.0 634
00 it 85.8 514 %.9 450 74.0 1114 448 47.0 614 50.0 440 41.1 514 14.8 433 385 514 405 427 32,0 514 37.3 421 27.4 S1A 98.0 412 23.5 514 30,4 408 0.0.6 074 29.0 403 ff) Z
961. 54.2145275.7 404 452 396 3447 452 40.9 390 33.8 452 38A 364 3&t 452 318 378 27.1 452 30.3 373 229 452 289 305 18.4 452 24.2 350 1&9 452 22.8 355 1 N x =o
A 121 N ❑ D
109ti 38.9 322 71,7 317 272 357 28A 312 23.6 357 252 308 21,1 357 22.7 303 18.0 357 20.0 283 159 357 18.0 293 13,0 317 18,2 267 11.9 357 15.0 283 N111 N 35,8 306 29.2 301 25.0 338 28.1 288 21,9 338 27.1 292 19.5 335 20.8 288 17.6 930 18.0 286 145 338 18.9 270 125 338 14.0 273 11.0 338 I3.8 26H 403 vif2Dn 282 283 23.1 . 259 19.0 289 20.5 255 17.3 189 1&1 252 15.4 289 10.7 219 13,0 298 14.9 248 118 285 12.8 210 9.9 789 71.4 236 8.7 289 10.4 232 Q x Q O 0
TABLE 5B ANCHOR CAPACITY ADJUSTMENT FORMULA: a � Z m0 yp
AnchorCa Table e) ANCHOR CAP_--, O -' $ 3�ma.
sut. a Z7KCOrcnle 3.5kcau. H073.CMU FOIedOKU PTW00d Meta (DP,)X� )=ANCHORCAP.- u ❑ m &� -3
5216.010 vP ss EYO 5'IV FJcO V4'SS E'00 0.210 Ste5 412 SIW N12StOd MULLION CAP.,.,°,,.r
AnchorCllpPattems Aww snevicounmm v4'F4coUtmcon 3.1vEIc0Unrsm v4•Ekoutmon �y ( ) M 0355) USE THIS FORMULA TO OBTAIN THE'ANCHOR PRODUCT REVISED
VlOacon .9902030.02 UNacm A aa' Scald CY+ 9cre7 GCIar
E0�Dlslalce OnT 1° 2-112 1• - 3.Ifir r z-vz• t• z-vr r 3uv r 0.49' aN 6.322 CAPACITY REQUIRED'CORRESPONDING TO AN as complying with the Florida
Mtlna9 n. 1914• 1.14' W4• 1.14• r 1.114• 1-L'4' 1-114• 1-5)1r .1-tw 1414• r I.8B' tare' vanes ACTUAL PRESSURE REQUIREMENT FOR THE 11uilding Code
cMn®4.75•Wn 6r.1 Wadm0MetcUP01q a0004 soot. 450 ba 890 4 b1 1M 1644.705 210IN 2.1. 95 7401M 374@5 614" 016106 341 b3 4112 im SSD P. OPENING,WHEN R IS LOWER THAN THE MULLION NOA-No. 77-0630.01
4 nrcnala g 7.15•Mh a Clip ffl0 2T 480 bs 703 9. NIA NIA _ NA 38095 WA WA NIA WA WA 6821bs 865 b2 11311. CAPACITY(FROM THE TABLE)OF THE SCLCCTED E-piretion Date 05/26/2021
4Amhm 03'MIO Q0.1(2)2(5 Angle Cl4s l 0T&3T 780 bs 78)ft 690ba 1501 De 1998103 640105 560018 NIA Malls 74B IDS 8801m 1892 an 6620. am fin 11201. MULLION.IT WILL YIELD A MINIMUM ANCHOR
3Archom®0.45'MI&O.C.f U19p,030..125'Ahm ft dT NIA WA WA WA WA f4A WA WA ILIA NA WAWA WA wA 1073 Rs CAPACITY WHICH MAY BE USED TO QUALIFY BY
tArcrori Fa�O100T 198105 1010a 225 ms 4450. 872 b1 135@5 WIM m� 37011. Ia7bs 332 b1 a73m 110805 z2111. 28O Its- ADDITIONAL ANCHOR OPTIONS FROM THE mlaml-Dp eProduct Contra
2Ancnom®1.15-Km0.cl F•CIIp,(r4 240@9 1 351108 N/A WA N/A NA 180105 NIA WA NA WA WA 941 bs 4ti lbl 560119 ANCHOR CAPACITY TABLE.
NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP.
N1,000'-4
FIGURE 1: FIGURE 2: TABLE NOTES:
��� • 1)SEE SHEET 1 FOR INSTRUCTIONS AL USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2)LINEAR INTERPOLAT.ON BETWEEN MULL LENGTHS ANWOR OPENING WIDTHS 2 ALLOWABLE. 3.125,
FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOTTO SCALE FOR EXACT DIMENSIONS,SEE SHEETS21-23. '�.•"1.10ENy'F!L1/�`
. • F • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23,
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 1 No.58705
`*
ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED '� :/�'-7
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED
FIGURE 4: FIGURES: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125" 1•X 3.125"X.5•MULUON ��•'•_ S �• ��'
. THICK.STEEL STUDS TO BEAMWIMUM GRADE33AND_045•THICK(78 GAUGE).STRUCTURALSTEELTO BEAT (1-YF MULLION) R
.��
LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 'SFS '•.�ORIDt*..•'•
THE MATERIAL#10 8#12 ANCHORS INTO WOOD MAYBE STEEL,78-8 S.S.OR 410 S.S. X77/SZONAL�A
A.rLYNNIMitLAE'Ftt,P.E.
FL P.E.#58705
TABLE 6A a
Mullion Capacity Table pbsfils
Opening Width y-verucallysparring mt91ons)or Opening Height(tor tud2onte*Spalvirg MIAlOr6) yyyUy7771 a
50h 60 h 70111 so In Vol. t00 h 12010 140111 16011 - O
Rsofm:9u6r TmgTdanp. pecmrq,4ar TepfTdOn9. Ractan0uler TrapMenc. RecmTW TwprTilanB. Rectanpiar TrapRrFaq. Rsaarigler 7k1J010n8 RecElrlOular Trep!rrian8. RectaguW TrapROarrp. Roclai0,tlar lYrgeTrien9.
x4].125 Laadn9 Lcad.2 Laadh9 LO9dn8 L-dn9 L.ArB Lan Lmdn9 Lnedrlg LOadrq Lsadn9 Lsed.0 Ladn9 L0ade9 Laedrl9 Lcadn9 Lsad,g Laadw
LO
Mullion CM
IL ad
8 'e =g a =g t 8� S� uY >s = tss is B t� € S a `� 1s5 6_ o C0
.21 g0. I �� s � a � � � � z �� W
42h 7710 610 170,0 4,13 170,0 741 170.0 478 1710 666 I70.D 506 1ro.0 892 170.0 619 1700 1716 170.0 621 170.0 1240 1710 621 170,0 1480 170.0 521 145.8 14M 170.0 621 127.6 1469 170.0 621 N O y
4a h 170.0 708 1ro.0 621 iro.0 850 170.0 664 1710 892 17x.0 630 170.0 1113 170.0 eel 170.0 1275 1710 877 150.3 1103 1710 680 130.3 1307 170.0 680 111.7 1:411 170.0 680 87.7 1303 1710 fi80
50.625 in 170.0 747 170.0 663 170A e98 110A 631 170.0 1046 170.0 684 170.0 1195 170.9 773 156.1 1233 170.1 747 14x5 113. 170.0 768 117.1 123e 170.0 769 100A 1276 /70.0 Tse 97.8 1236 170.0 766 U' W 0' f="
64h 170.0 797 ROA 612 170.0 A.'® 170.0 691 170.0 1115 170.0 754 154.4 1168 170.0 BD3 1372 1t5B 170.0 d17 123.5 1158 170.0 865 1929 1168 170,0 681 892 1159 170.0 �1 113 flee 170.0 681 K CO m
s0 N 170.0 80 170.0 701 168.7 1042 170.0 797 142.8 1042 161.1 Sn 125,4 1042 146.7 815 1112 1042 135.8 801 100.0 1042 130.2 791 83.4 1042 125.1 702 71,5 1012 123.1 782 825 1042 125.1 782 (- tD (�
83 m 170,0 830 1roA 745 1512 992 167.6 818 1296 892 144.4 798 113.4 992 13t.0 782 1008 892 MIA 768 90.7 871 114.8 758 753 922 108.4 745 64.8 992 108.0 744 •55.7 en 1080 744
Beh 165.4 847 170,0 7o9 137,8 947 140.0 708 118.1 947 130.3 788 103.4 647 117.7 752 913 847 108.7 738 62.7 947 1072 727 65.9 947 85.1 713 59.1 &7 94.0 711 51.7 947 94.0 711 Z Z V n eU
71 b 135.8 848 1427 737 1131 84.9 121.6 722 87.0 849 IOa9 708 84.8 849 98,4 893 Jab 849 88.7 666 67.9 848. 82.7 675 da9 849' 75.3 659 48.5 618 725 652 42.6 849 724 651 W 111
a Ko
J 7010 116.6 711 120.7 665 96.3 762 1026 652 825 762 80.0 640 722 762 80.9 628 G12 762 74.Z 67A 57.6 762 682 613 4dt 762 62.6 602 41.3 762 608 597 36.1 762 69.4 593rcZ
76111 1089 724 i11A 614 09.0 724 84.6 621 711 724 629 609 69.8 774 74.4 593 59.4 721 60.1 591 9.4 724 63.4 883 04.5 714 67.3 57; 382 724 54.3 567 33.4 71A 53.5 565 p
Q En m
90 i1 5 643 71.0 413 68.0 643 60.7 4r4 48.7 543 629 465 43.6 543 47.1 AIM 385 543 42.6 462 349 643 39.5 446 29.0 543 34.9 436 24.8 543 327 430 21.7 $43 30.7 426 F Q g Z N
88 h 67.3 476 58.8 427 47.8 47tl 48.7 419 40.9 470 432 412 15.8 478 90.6 408 31.9 478 349 400 2&7 478 320 3(18 23.8 178 28.1 386 �.6 478 25.6 380 179 478 742 976 a CO N O O
105h 403 377L41.1 341 33.5 377 34.6 335 28.8 377 310 33025.2 377 20.8 325 224 377 24.0 321 20.1 377 220 317 149 977 19.0 310 14A 377 17.1 301 r r- 2
U111 h37.138'1 373 30.8 157 31J1 318 26.5 357 27.8 313 23.2 357 24.4 309 20.6 377 220 303 10.6 367 211 301 75.4 157 17.4 294 � XCO 12Dh 293 308 279 2{.3 708 25.1 274 21.0 306 21.7 270183 309 192 287 16.3 306 17.3 263 ® 1UU1445. 17.0 212 tab (9 D_�� O
TABLE6B ANCHOR CAPACITY ADJUSTMENT FORMULA:
Anchor Ca el Table bs ANCHOR CAP.,,,, u ��
9uhslr4W 27k Carorrta 35k Cow. Will-CMU Filled CMl PT7rhsd 041101 (DP,)X( "a`)=ANCHOR CAP.,,a - t°
MULLION CAP,,,,•,,,,
5'7tl•Eka 114'83EBo INS"Ell- t:rSSE•c 070610.1 01261,4 11116tsW PRODUCT REVISED
AncnarcnpPaaeme A.WTSpc 3116'6la0UIUW-n koU 3116'Elc.Uln=n 1/4'EtooUrsaco
uivaaan AOOreGatar ulDecpn A99reGagr soave(G5)scm8(� sr4cx(GS) USE THS FORMULA TO OBTAIN THE ANCHOR 0.6 complying with the Florida
Ed91 D sf9n0e(5.7 1' 2-117 1. yr 3-08' 1. z•Im 1 2.12 7 34, 7 0.48' O.W ILUT- CAPACITY REQUIRED•CORRESPONDING TO AN Building Code
e0 Mk 5.114' 1-3/4' 1-314• I-aw 7 1-114• 1-174' 1-114' 1-114' 1-1A' I-114' 7 13/8' I-W 1e0ea ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 17.0630.01
4.73 M5.C.C./6tandaNa OeaetCB 190 ma 390110 450 ins 1644101 270 ms 210105 354101 740 lbs 374145 x64108 e4e ma 391110 041101 6so u0. OPENING,WHEN IT IS LOWER THAN THE MULLION ptpiradon Date 05/2 6/2021
4 AncMrs H 227 Mia O.C./standnrtl(oromsl)Clip(F'ip.3): 760109 7W I6s Seo IDs 1410 iw 96z 1ba WA seo ma NIA 630•a wA eso lm WA 682 ibs B85 ft 1170 ms CAPACfTY(FROM THE TABL.E).OF THE SELECTED y
s AMM-a t.tT MDL O.C./BWndacd(orCBaaq tAp(fq,4k � 1400 ms wA wA NA NIA 760IOs WA WA WA WA WA 063 lbs 1770169 2240 IDs MULLION.IT WILL YIELD AMINIMUM ANCHOR By
4 Ambam®3'MIn o.G/R)215 Wall C1G8/(F.D.5T 760 On 750 DM 680 ma 15M as 1696 ms 640 Ora 56016. WA 790 Es 748Iha 8801ba 180 Is.
682 ms 885101 1120 10. CAPACITY WHICH MAYBE USED TO QUALIFY 11911101-0 a Product Control
6Anc1011®3'Mlrt O.C./R)715 AaOia gn I(Fig.6): 1170161 1170 ms 1020 ms 2340®. 2844 Ns 810 8>s 84016a WA 1140 f6s 1122 ma 1310Sj 2838 Z. 1022It. 1327 ms 1690 ms ADDITIONAL ANCHOR OPTIONS FROM THE
4A,U20.4S Mh.QQ IU-Oip,into,125'ARM.(Fig.7): WA WA WA WA WA WA WA NIA WA WA WA WA WA WA 1430 m. ANCHOR CAPACITY TABLE
2 Ana.-®225'Mh.O.CI P•pp(Fq.o): 350 ma 950 ma 299' 705 ma 470 Om NIA 280 ms WA 115b. NIA 440 ms WA 341 ms 442185 5W Ile
4Anch-®1.17 MIn.O.CJ F•tl'(F70.9k 190 me 700 Es WA NIA WA WA 380 Ue WA WA WA WA WA 682 Drs BBS 164 1720 ms 1,000' r--
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THESTANDARD CLIP.
TABLE NOTES:
FIGURE 1: FIGURE2: FIGURE 3: FIGURE4: FIGURE 8: FIGURE 9: 1)SEE SHEET t FOR INSTRUCTIONS ON USING THE TABLESAND SHEET25 FOR INFORMATION ON LOADING.SEE
• • • • • • • • • • • • SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. - 1�
`QNY LYN�7�
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
•
Ape,
• • • • • • • • • • 4.000' ' '•,P
3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES - No.587U5
TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW _*;� _
FIGURE 5: FIGURE 5: FIGURE 7: SUGGESTED.APPROXIMATE HOLE LOCATIONS.
_ ` ��
• • • • 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 4+ [(/
• • • • SATE <!/�
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TOASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW .125' '•,
CONCRETE
PINEWRHANSOOF0.55.ALUMINUM SHALLBE6063-T5 ANDBEAMINIMUM OF,125STU 'THICKSTEEL ��,"",7,
�`s•••'LORID7;••''G'=*
AND STO BEA A36.ALLNIMUM ANCHORSIINTGRADE
METAL SHALL EXTEND A1T LEAST 3).STRUCTURAL STEEL TO BEATUEAST.125SCREW THREADS BEYOND THE MATERIAL#10 ISK ", `S101VAL eN
ANGLE CUP(FIGURES 58,8)MUST BE USED W PAIRS. 1'X4"X'12' A.1.4 MMIU-13K P.E.
#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. MULLION FL P.E.#58705
f
TABLE 7A
Mullion Capacity Table Ib n
Opening Width&r mticaly-spardng mullions)or Open[ng Height(for haftrially-spanring mullons) r! 4
60 In 601n 70 in solo 9D In 1001. 120 in 14081 1601n
1X4)1.376 Re10nPtS unprm a. RecWOuler Ttap/Trinm Rect=2ww TmplT1vn9. Reafangulu TmP/nlang. RecWsler TmplTnang. Redenguhr Tr4VM-9. Reataigula 7tap/Tdang. Reclalgu1 Tr.p!7Fiong. Reetmgular TaNTdang,
Alum Tubo Laad9 1148000 Lowing 1800.9 Lwdng Imam Lowing Lowing ImdNg 11000.9 L..&q Loa®0.q Lmdrg loafing Loedne Loatl6tq Lmdng l0edng �Y
r x r
'a, r r p _ r r
Mullion �• N
°,� I-
z � sg � a� s '. as a� s a� 3 say s$ Vic" � a zg z `-� W
w
421n 17MD 620 170.0 430 170.0 744 170.D 4713 170.0 809 170.0 508 170.0 892 170,0 519 170.0 1116 17&0 521 170.0 1240 170.0 521 170.0 14M 17&0 621 170,0 1736 170.0 521 170.0 1983 170.0 521 LU O 3:
J rn
481n 170.0 708 170A 024 170.0 550 170.0 584 170.0 a= 170.0 am 170.0 1133 170.0 661 170.0 1275 170.0 aR 170.0 1417 170.0 680 170,0 1700 170.0 ®9 170.0 1983 I 170.0 800 151.8 2026 170.0 680 (p
50.625 in 170.0 747 170.0583 170.0596 170.0 631 170.0 1046 WILD 604 170.0 1195 170.0 723 170.0 1345 17&0 747 170.0 1494 170.0 756 170.0 17a3 170.0 766 158.0 1010 170.0 7513 136.6 1919 1700 750 = w Ul C3 o H
54 N 170.0 797 170.0 6'12 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 601 170.0 1434 170.0 837 170.0 1594 170.0 856 159.91 1789 170.0 a91 137.1 1799 170.0 661 131.0 1799 170,0 861 a m C, cn
W N 170.0 88S 170D 701 170.0 1063 170.0 707 170.0 1240 170.0 878 170.0 1417 170.0 944 170.0 1534 170.0 998 155.5 1619 170.0 1033 128.6.1618 170.0 1063 111.0 1619 170.0 1083 872 1618 170.0 10a3 Q F, LLI
1D U,
63 in 17LO 930 170.0 745 170.0 1110 170.0 850 170.0 1302 170.0 840 170.0 14W 170.01016 156.7 1542 170.0 1076 141.0 1642 170.0 1122 117.6 1642 16&5 1158 100.7 1542 167.9 1167 Oa.1 1612 167.9 1107 Q
681n 170.0 074 170.0 709 170.0 1159 170.0 003 170.0 1384 170.0 1002 160.6 1472 170.0 1086 1428 .147.2 1ma 1148 12&5 1472 158.8 1130 107.1 14R 1iZB 1105 81.8 1472 148.0 1104 80.3 1472 146.0 1101 � Z U z E U
721n 170.0 1061 170.0 .878 170.9 1275 170.0 7009. 100.8 1320 4682 1101 132.0 1320 149.8 1082 117.3 1320 137.8 1065 105.6
132-0"1 128.6 1049 88.0 1320 417.0 1024 756 1320 112,0 1013 68.0 1320 7125 1012 W $$ .5U
"4 761n 170.0 1122 170.0 937 149.6 1184 159.4 1013 123.2 1184 139.8 994 1122 1184 125.7 970 99.7 1184 115.3 964 89.8 1184 107.5 952 14.8 1184 97.0 935 64.1 1184 93.1 927 50.1 1184 923 025 � ? (0 >5 Z
5 78 N 166.1 11241170-0 867 138.4 1124 147.0 865 113.8 1124 128.8 967 1030 1174 115.8 931 923 1124 10.4.8 918 63.0 1121 98.5 906 69.2 1124 89.0 680 Sa.3 1124 04.3 eSt 51.9 1124 632 878 Q 1- J
J
90 in 108.1 544 Imo 750 90.1 $44 94.3 736 77.2 872 82.1 7N 57.6 044 73.3 712 60.1 844 66.5 702 54.0 814 61.4 693 45.0 B44 542 678 38.6 844 50.0 668 33.8 844 47.7 662 r QZ Z N
.96 In 89.1 742 91.5 663 742 742 T72 052 63.0 742 07.2 041 66.7 742 W.8 631 40.5 742 64.1 1322 44.5 742 42.8 614 37.1 i 742 435 600 31.6 742 39.8 590 27.8 742 37.5 564 a U)
10Bin62.6 583 631 630 62.1 566 53.0 521 44.7 50 465 513 39.1 580 41.4 605 34.5 500 37.3 496 31,3 888 72.2 492 2&f 666 296 481 22.3 686 286 472 10.6 640 247 466 V5 mw O
III in 67.6 655 68.8 503 48.0 555 49.5 495 412 655 429 487 36A 655 38.0 480 320 055 34.2 47] 28.6 656 71.3 487 24A 555 27.1 457 20.6 565 24.3 416 18.0 555 22.4 442 n X Y Y
120 in 48.6 475 45,4 433 38,0 475 39.0 1 429 326 475 37,7 420 28.5 475 29.5 414 25.3 475 20.0 409 22.8 475 24.5 404 19.0 4TJ 21.1 395 10.7 475 1&7 387 14.3 475 17.2 361 U X Q
144 N 284 310 2&7 305 220 S10 224 301 10.9 370 19.3 297 765 930 17.0 293 a 8 Z Al (0
TABLE 79 _ ANCHOR CAPACITY ADJUSTMENT FORMULA: o Rfi If
€wAnchor Ca Table bs ANCHOR CAP.,m.... U A oSu6euale: 2.7k OOmrete 3.511 O.M. Haum CMU Flied LMD PT Wmd Mewl (OP"•)X ANCHORCAP.,„
5te"Eko va-sslxa Sn6•Efco va•asEmo 9losfed 7712atM 9128180 MULLION CAP.,,a.,,,,,.� - PRODUCT REVISED
Ar011or Type: 3178'Ebo Ultmoan 7!P Ek.Ultracmi 3116•Elco U7rwon 1/4"Elco IAtaem
Anchor Clip Paltems Ubtzan A99mca1nr UUazon ADweGabr Screw(G5)Screw(GS) Screw(D5) USE THIS FORMULA TO OBTAIN THE°ANCHOR as eomplyln with the Florida
E49e 0-t-Nn 1" 2.12 2-112' 3118" 1' 2.112' 1. 2-12' 7 3-118' 2' 0.40" 054•_ 0.324" CAPACITY REQUIRED"CORRESPONDING TO AN Building Code
Emt>e'bn d 144 144' 1-314' 1-14' 2! 1-1/4" 1-114" 1-1/4" 1-Ile 1.114' 1-114' 21 1,918" 1•�'. 4aries ACTUAL PRESSURE REQUIREMENT FOR THE OA-No.
17-0630.01
2 Anolwm x 4.75'Min.O.C./Standud&U%et Clip(R2.132% 300801 39016. 450168 ago l&4 1844 Fe2TOIDs 2801ba 3546. 740is 374 It. 6641&. 948104 341 me 4421&4 3601bs OPENING,WHEN IT IS LOWER THAN THE MULLION Expiration Date 05/26/2021
4 Amhom @ 22Y Min.O.C.I Slerdad(a OSaeq Clip Dig.3% 70016. 7001bs 58016. 141010. 9521b9 WA No ms WA 030 6s WA Bed 1b. NA 68216. 8831w tiro•e CAPACITY(FROM THE TABLE)OF THE SELECTED
BAndnom1a1.1S MUL O.G.16lnndau(orO6seq cup CFV.4% No I03 14001bo WA WA WA NIA 760 lbs WA WA WA WA WA 13632. 1770 ibs 2240®8 MULLION.IT WILL YIELD A MINIMUM ANCHOR By
4A-h-®3"M9n O.C.1(2)285 Ang1"17Ib r(N•5), 780 lbs 780108 6801bs 15601bs 18861bs 540M 560 ma WA 760 is 748166 Bag Ib. 18%Ib. 6821bo ae5 lbs 11208. CAPACITY WHiCH MAY BE USED TO QUALIFY Mlam a Product Control
B Anchors 03"Mtn O.C.r(2)W Anglo Cups I(Fig.6rl 71701bs 117016. 10N Ibs 234016.1 29441bs 11101, 840601 WA 114008 1122051
33
320868 28Ns 102N 1b6 73271bs 16e01h1 ADDITIONAL ANCHOR OPTIONS FROM THE
4 Aahom@ 0.46•Min.O.C.I Llafp,Nto.f26'Alu -(Fp.Tt WA WA WA wA WA MA WA wA WA WA Wq WA WA N/A 1410 ms ANCHOR CAPACITYTABLE.
2Anohma C 211 Mn.O•C/F-CV(Fig.5XI 35091. 1 350 Na 1 290 WS I T03IN 1 47510. WA 200 Iba WA 315 1b. WA 1 440 1b. I NA 341 an 442 Ib. 6609.
4 7 wham A 1.75 Nn.0.W F49;,(Fig.0%1 400160 1 700 tbs I WA I WA I NIA I NIA 1 380 Im WA WA WA I NA I WA 1 662 I 8M Its 1120 Ws
NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. 1.062" 1.000" �--
TABLE NOTES:
FIGURE I: FIGURE 2: FIGURES: FIGURE 4: FIGURE e: FIGURES: 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.
• • P. -
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDJOR OPENING WIDTHS IS ALLOWABLE. �� QNV LYIVA/9 MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SFE �1�•
SHEETS 21.23,HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 4,007 4.000" Q.' '•,
SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS 7p; No.58705 :• *_ i
FIGURE 5: FIGURE 6; FIGURE 7:
�! 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS,HOLLOW AND a� ]-••7
• • • • • • • • • • GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-9Q WOOD SHALL BE ��/• G 1
PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0,55•ALUMINUM SHALLBE '�T•'•. SATE
6063-T5 AND BE A MINIMUM OF.125'THICK.STEEL STUDS TO BEA MINIMLM GRADE 33 AND.046" 375• 376' �i/FS7 <OR)vP.••'��\
THICK(18 GAUGE).STRI ICTURAL STEEL TO BE AT LEAST.125"THICK AND A3&ALL ANCHORS T //s/ •• ��
ANGLE CLIP(FIGURES 686)MUST BE USED IN PAIRS. INTO METAL SHALL EXTEND ATLEAST 3 SCREW THREADS BEYOND THE MATERIAL#10 8#12 1"X 4"X.375' l"X4"X.375" ` // ONAL E P.E.
ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. 'r-MULLION MULLION A LFL P.p(.#5870 P.E. ;
FL P.E.#58705
TABLE 8A
MulgonCapacity Table Ibse) 8
Opening Mdth(forvartc2fly-spariningmtAons)orOpening Height(forhodzotdaliy-sperodngmullions) d a
60 h 601n 701n 80 in 00 In 1001n 120In 140 h Isola 3
w o
126"x Recmnytar TiapRdeny. Retalydar. Tnp?iiatp. Retan901ar TmpR.ang. Retanydar 11apRdany. lbctalgular Thp/Tdany. R..I.gWer TrapTden0. Reet.W TrepTdan0. Rect9nyda TrapRden9. R-Nnyular Tap/9ian9• y
Loedn9 Laading L xlin9 Loading Loading Loading Loading Laedny Loatny LoOdno Loafing Laadiny Loadnp Load v faadny Lsadny Lmdn9 Lmdllp P2 V
266"Alum a_ z t 2 & x r 0 .' A a k• A, x S k• & & a Z• h d
Tube Mug a� >LB �� �g �. ' �. �a �� �$ x >� ag a LL s � LO n
sG a a� s s a� s a aG sq s s a as a ago a s a a a a � s s„ a ��
Is $ �$ �� r3� a� 6 a 11 € L se §a_ G£ �� €� 1 & b� s b� m$ U
s1 a so d`rc s s- d`re s� �� :Fo a1e s err , rc. sem. d`¢ sA SEe arc s d s s� ¢ f �a: ¢ s� da: O W
42n 170.01 820 170,0 436 170.01 744 170.0 478 170.0 689 170.0 506 170.0 992 170.0 510 170.0 1116 170.0 621 170.0 1240 170.01 521 170.0 1488 170.0 521 170.0 1735 INA 521 151.6 1769 170.0 521
48 In 170.0 Tee ITO.0 024 170,0 850 170.0 604 170,0 992 170.0 830 170.0 1123 170.0 661 170.0 105 170.0 677 170.0 1417 170.E 1 RD 154.8 1648 170.0 680 1327 1548 170.0 680 116.1 1599 170.0 660 C rn
w
$3,05 In 170.0 747 170.0 583 170A a96 170.0 631 170.0 Idle 1760 861 170.] 1195 170.0 723 170.0 1315 770,0 747 187.0 1468 170.0 758 7392 U6B 170.0 766 1193 1469 170.0 756 106.4 1468 170.0 759
6441 170.0 707 170.0 612 170.0 958 170.0 691 1710 1116 170.0 754 170.0 1278 170.0 a03 193.1 1376 170.0 837 146.0 1376 170-0 Sea 1223 1370 170.0 ISO 104.6 1376 170.0 881 81.7 1376 170.0 861 a CO r) p rn
6D 1n 170.0 885 170A 701 170.0 1053 170.0 797 158.9 1158 1760 an 139.0, 1138 187.4 me 123,8 1150 156.8 919 1112 1158 tWX 912 SAT 1158 144.0 000 79,4 1156 144.01 905 09.5 1156 144.8 905 F W
631n 170.0 930 170.0 745 160.1 1051 170.0 850 1372 1051 1519 862 120,1 1051 1420 845 108.7 1051 1323 83T 9M1 1051 45.7 630 80-1 1051 119.5 022 68,6 1051 119,1 821 60.0 1051 119.1 611 C1 � 00.) Z
WIn 167.1 657 170.0 789 138.3 967 191,6 905 119.4 057 134.0 790 104.4 957 121.6 777 92.8 957 112,8 767 83.6 957 109.6 759 W,0 957 100.0 750 69.7 957 98.0 748 622 657 98,9 748 z Z J i m zU
721n 128,7 601 1352 898 107,3 804 1152 604 91,9 804 101.3 671 80.4 804 91.4 660 71.5 804 94.1 650 64,4 8p1 7a,8 643 51.8 804 723 833 46A ON 69,9 629 40.2 804 90.8 618 W _ a�Z
79 In 1MA 722 114.4 630 912 722 972 Sig 782 722 962 606 68.4 722 76.7 596 60,9 722 70.3 688 04.7 722 65.5 See 45.6 722 69.5 570 39.1 722 56.7 665 34.2 722 662 VA m _I LO r
N 7834 1012 685 1066 600 84.4 685 69,6 588 72.3 685 785 577 63.3 665 7o.5 See 5e2 an 64.5 56D 50.6 6e5 60.1 553 422 686 64.3 543 36.2 685 51.4 537 31.6 665 60.7 n ¢ COr r
90 In 9bA 619 686 457 94.9 615 57.5 449 471 515 150.1 441 412 515 44.7 434 36.6 515 468 428 33.0 615 37.4 422 27.5 515 33.1 413 23.5 515 30-5 407 20.6 SO 29,1 404 ? z N Q N
11- Q X Z zz
961n 61.3 457 559 404 45.3 453 47.1 387 36.8 453 41A 391 33,9 453 76,4 US 302 453 33,0 379 272 453 30.4 374 22.6 453 25.6 366 19.4 453 24.3 380 11.0 453 229 356 a W _50 O
1001n 38.1 356 39.0 323 31.8 355 32,0 318 27,2 350 28,4 313 23.8 369 25.2 308 212 358 22.7 304 10.1 358 20.9 700 15.9 358 160 293 tr h a
UJ
1111n 30.1 338 359 306 29.3 336 7.0.1 301 25.1 335 781 297 22A 336 232 793 1}-0 378 20.9 269 17.6 330 19.1 286 X
X
1201n 27.9 290 28.3 264 232 260 23,0 260 19.0 290 20S 258 17.4 200 18.2 25J 1},4 290 164 249 B H LO
1441n 16.1 201 183 tee 0¢..Bc' Z" 0It -1
ly TABLE 8H ANCHOR CAPACITY ADJUSTMENT FORMULA: p ..�_ u' €0 go
AnctlorCepecity Table mal U o 'b a
ANCHOR CAP.,e,� m ocean
suatrae 27KC=rde 16k Calc. Hdbv lxlu FWMCNU P wood Mao (DP,,,)X( )=ANCHORCAP.,an '
511EE1c0 vrSSMe a164eco 11rasmo O'10Srad al2atct A261Cf MULLION CAP-,�,.,,., PRODUCT REVISED
AnehorCllp PatD.mO AfXha TYP« 3n6°Dco UOacm VM Seo U0r0e0n 3`16'Eke
14'FJ:o Ut2eort
u0racon A7grccatcr UlraOn Amrecaa scaw(7;5)serer(05) 9crertGS) USE THIS FORMULA TOOBTAIN THE°ANCHOR ascomplying with the Florida
F�Clstwee(m7 1• 2-V7 1" ave' 3-18' r Vz 1• 2-v7 7 3.1/6 7 0.49• 0.5c 0.320 CAPACITY REQUIRED"CORRESPONDING TO AN Building NOA-No.Code17-0630.01
Embednent n 13/4• 11y'r 13/4° 1-yr 2' t-V4° v4- 1.114' 1-v4• 1414• 1-vs 7 1�8' I;Ir Taal ACTUAL PRESSURE REQUIREMENT FOR THE2AncMf3Q4.7EMIn O.G/Standard a Offset O Pft U 39045 SOD Ibs 450 Iba 89018316461bs 270Ins 354IDS 7401b5 374IbS 664118 946107 5:149 44268 46olus OPENING,WHEN IT IS LOWER THAN THE MUWON Expiration Date 05/26/2021
4A-hoq®1-15'M4L0. StMt1900(a01Set)Up(Mg.4 4801DS /00 ya NIA WA NIA NA 96 N/A WA NIA WA 18A 6521W 68520 1120 Ds CAPACITY(FROM THE TABLE)OF THE SELECTED
4rcndnLg Sk04./(ra9.4 760IDs 760 ha See eb 156949 7895089 5401bs IM N/A 760Its 74B Ills am me t8<R 0x 6821DS MIbe 112D t9 MULLION.IT WILL YIELD A MINIMUM ANCHOR By
d Arch019®O.d6'Min.6C/U1J'ip•4d AW AkM 6=1!147 N/A WA WA WA NIA NIA A N/A WA NIA WA WA NIA WA '{0.:846 CAPACITY WHICH MAY BE USED TO QUALIFY Miami-0a rodYCt Control
1Ar9nNfFUIp09%bX 195103 195 ee 2251bs 4454.. Brun 135Ia9 93 mlbs 370'Bs 187875 33293 473113 -no 4s` 221108 �04s ADDITIONAL ANCHOR OPTIONS FROM THE
2 Ancram A 1.16•Me.0Cj FLIip g 6T: 240 45 358 Os N/A WA NIA N/A 9E NIA WA NIA WA WA 311 als dd2 b9 CEO Qm 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: '--1'250°{
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.
r
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. �� a�•,..-..,• �i�
FIGURE 3: : '� '�10ENS--•�� �:
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEECLIPMUS3'168" `Q�.• F -�((�
ANGLE SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS •'•P
Fe E USED T SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. *T NC•58705
265 _
IN PAIRS.
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND
FIGURE4: FIGURE 5: FIGURES: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•90-WOOD SHALL O'. S ATE ��-•�C/(V;
BE PRESSURE-TREATED YELLOW/SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE ''n �
6063-T5ANDBEAMINIMUM OF.125c�
"THICK.61 EEL STUDS TO BEA MINIMUM GRADE 33 AND %FS •: OR.DP„•• X��
,045°THICK(18 GAUGE),STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A36.ALL 1.25"X-1
,25°X.18' MULLION) ION �'�.S�OMAL�NG��`
0 ANCHORS INTO METAL SHALL EXTEND AT 93714.57 3 SCREW THREADS BEYOND THE MATERIAL /77771111(1157 1
• #10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. A LYNN MILLER,P.E.
FL P.E.#58705
TABLE 9A ®an QQ
Mullion Capacity Table(E7aV) c ai
Opening Width(forver5cally-spanning mol(ons)or Opening Halsht(forhodTotlgOy-cpan78n9 mullions) SI I
ED In 601n 7010 Bob 901. +CON 12010 14D In team o
1.26x925 Paotetgamr T1.Pn6.a9. R0e!.roaler 4aDI7deg Retire l0I 7mNTdeg. R.Dtegular TrOp(fiWa. Rwwraamr lhip7ldeng. fieamngubI Trepihenp. RoNanpalu Trd7y9mn0. fisalan9o10r 7mplTdaW. RnromOgldar TmplTrmng. x
Loading Lo ting Lmr919 Loafing Loading Lmdnp LosdNB Loedm9 Lording 1.000100 lnedltg LoeMiO Loedtro Leading Lm41ro Loadiro LoadSg L®ding
x.100 - oY 000
Alum,Tube ,8' .. ." _ _ _ .g,',� _ _ _ �•,.• _
Million
a U)
421. 170.0 620 170.0 436 170.0 744 170.0 We 1700 668 170.0 508 170.0 992 RQO BID 770.0 1116 170.0 521 163.3 1118 170.0 521 127,7 Ilia 1700 521 109.5 1118 170.0 621 95.8 1116 170.0 621 W Z
4B In 170.0 700 170.0 624 170.0 050 170.0 684 167.6 978 170.0 Me 1407 978 170.0 661 MA 97a 170.0 677 117.3 078 170.0 060 67,8 970 170.0 000 83,8 978 I'= 890 73.3 078 170.0 6110
50.029 10 170.0 747 170.0 687 170.0 899 170.0 01 1507 827 170.0 680 131.9 027 1865 708 117.2 927 1501 6911 IOU 027 156.3 698 ST.9 927 1653 BOB 78.4 927 168.3 695 65.9 927 1503 695
�2 =
8410 170.0 707 170.0 02 164.6 09 170.0 eat 1326 e0 163.0 e0 4158 869 111.8 8118 107.0 869 134,0 680 82.7 889 129.8 664 77,3 869 1288 852 682 BOB 128.8 1152 57,9 09' 1258 652 V, � C.n-t-
60 In 1432 146 ISLO 034 1t0.4 748 132.3 1320 1023 748 117.13 BOB 89.5 748 107.8 599 TBA 746 101.0 592 71.6 746 98.0 587 607 746 OU fieS 512 749 93.3 583 44.9 146 833 583 � O
1n W
ON 723.7 6TT /37.0 578 10.7.1 877 7127 600 864 077 fOD.4 656 77.3 877 01.4 518 88.7 0R 1152 539 619 877 81.0 634 51.13 677 77A 8211 442 877 757 510 307 677 767 5211 1•' U
Bain 101.5 817 114.1 830 8217 817 07.0 610 711.9 all 853 609 67.3 817 78.3 500 599 617 726 494 W8 617 88.7 489 44.8 617 64A 40 38.4 517 83.7 482 318 817 63.7 482 � W
J = (l m
72 In 829 518 87.1 480 001 file 74.2 140 69.2 61S 852 432 51.0 619 fi8.0 426 413.1 570 542 419 41.4 616 607 414 34.5 518 459 408 29.8 SIB 45.0 4a5 25.9 610 450 405 3 z J m U
15 76 b 709 465 73.7 400 6a7 406 82.6 399 60.3 40 64,9 1'390 14.1 465 49.4 384 392 465• 46.3 SYS 352 485 422 374 29.4 466 3113 367 25.2 465 38.5 304 220 465 362 383
78 N 652 441 Me 381 50.7 441 67,7 370 48.8 44t 50B 3M ADA 441 46.4 366 382 441 41.0 360 3213 441 38.1 358 272 441 34.9 340 233 441_ 33.1 348 20.4 441 32.7 MO
99 N A2.4 332 43.5 285 764 332 37.0 290 00.3 332 323 284 �.5 332 288 280 23.6 332 201 276 212 332 24.1 272 17.7 332 213 2811 15.2 332 19.6 262 133 332 107 280 a Q O n
BBN 75.0 291 35.8 280 201 281 00.0 2S0 26.0 291 251 252 2fA 291 235 246 18.4 291 21.3 244 17.6 291 19.5 241 14.0 291 17.1 738 12.5 291 15.8 232 ¢ N r
Went 24.8 230 251 209 20.6 230 21.1 205 17.5 23D 163 lot 15A 230 182 196 ~ x-v ""O 5Z Go 0
11110 31A 210 231 197 tag 216 WA 194 fel 2fa 150 191 4.1 719 td.e 199 N N
(n o
12110 17.9 187 1B.T 170 14.9 IST 16,7 787 ® LU LU x ti^
to 1
99 U N a 0 0
n. ZOO rn
TABLE 98 -- ANCHOR CAPACITY ADJUSTMENITFORMULA: DIY
Anchor Ca achy Table bs ANCHOR CAP-._,,°, O - � o� �
St0aka6: 2.Tk COn4iele 3.5k Conn Hobw CNU Filled CMU PT Wend Mala) (DFI_)X( )a ANCHOR CAP_ �
51s•FJao v4•ssomstvEteo v4•ssF�;o RIO6"1 alzsteel alzelw MULLION CAP.,.•,,,,,° PRODUCT REVISED
Amhorryp.: 3If6'Elco Ultmcon 171'Ebe Ullmaen III3116'FJ4ro UMOn UT EIcO UOmon
Anchor CDP Patterns LIU-n Aggm0elrr Ulnw-w Ammealar serer(GSI scmw(G5) s4mw(Gs7 USE THIS FORMULA TO OBTAIN THE'ANCHOR as complying with the Florida
Edge Dmtanc6 On). r T-vr 1• 2gr SAW 1• Zan• 1• 2-1n' r 3-118' 2• 0.46• 0.54• 0.324• _ CAPACITY REQUIRED'CORRESPONDING TO AN NOIR-No.Codo 17.0630.01
Embadw.l.(107 1514• 1510' 1.314' 1.314' 2 1.770^ 1-va• tans ta/4• 1-vr f-110• r rale• fare• tarbe ACTUAL PRESSURE REQUIREMENT FOR THE
2 A--h-a'0075•MIM O.C.I Smndad a Cfeet CIP lFq lr 39D 1b3 3001M 45C ibs 890 Wa 1664168 27oW3 2BO IBa 354 Ws 740150 374 ib. 564 oa 9451bs 341100 442105 560 Ins
OPENING.WHEN IT IS LOWER THAN THE MULLION Fxptratlon at 5/26(2021
4 Androm 01.15•wit.OD./StmAwd(or0Ibe0QIP(FIg.2Y 480Ib0 700 Iba WA WA N/A N/A 38000 WA NIA NIA WA wA 66Z Ibis 8860. I=9m CAPACITY(FROM THE TABLE)OF THE SELECTED
4 Armham 03•Min O.C.I T2)285 Angle Alps I(Fig.3y 780 be 7801b 40
s Bea lbs 1560 se 1896In. 51be 560 6. WA 760 8 90
+. 148In. 6160 1692 64 062 Zs 80 In. 1120 In. MULLION.[TWILL YIELD A MINIMUM ANCHOR By
3AMOa300.56'MD.C.I U401p,Into.10TM,(Fig.111WA WA Ww N01 NIA WA WA WA NIA WA WA WA N/A WA 950Iba CAPACITY WHICH MAY BE USED TO QUALIFY M7aml-D P uct Control
1 AreAor/FClp ffig.ek 19500 195 ft 225 ba MS Oe 82208 13568 140 ma 17710. 370 lbs 187 lbs 332 In. 473 gill 17008 223103 2501b0 ADDITIONAL ANCHOR OPTIONS FROM THE
2 Amka8 631.15•BSM D.c/ (Ftp.ep 240 bs 350 In. WA WA WA WA 190 00 WA WA WA wA 14AW ba 4421be 1 300 67 ANCHOR CAPACITY TABLE
FIGURE 1: FIGURE 2: TABLE NOTES: 1.250. t--1,250"�•1
• • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLESAND SHEET25 FOR INFORMATION I
. • ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS.
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 11 t 1I 196[
FIGURE 9: 3)MULLION AND MULLION CUPS SHOWN ARE NOTTO SCALE.FOR EXACT DIMENSIONS,SEE 3.250' 3.250° ` NY-LYAJ/V��
ANGLE
21-23,HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS ` �1; UICENSF•'•�(���
CLIP MUST SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. Q'
BE USED .Z*: No.58705
IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND _ •c 7�'y
GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL -•0
BE PRESSURE.TREATED YELLOW SOUTHERN PINE WITH AN SG OF 055.ALUMINUM SHALL BE (l
FIGURE 4: FIGURE& FIGURE s: 6083-T6 AND BE A MINIMUM OF.100°THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 ANO •'• ATE K� Y
//����''
.L146"THICK(1S GAUGE.STRUCTURAL STEEL TO BEAT LEAST.12V THICK AND A3&ALL •100' .100' % •'•. oR1Op`.•"• �``
ANCHORS INTO METAL SHALL EXTEND AT LEAST 9 SCREW THREADS BEYOND THE MATERIAL125°X 325•X,100' 1.25'X 3.25 X.100• ��i�s/ "••
#10 56712 ANCHORS 11070 WOOD MAY BE STEEL,18-6 S.S.OR 410 S.S. MULLION FOR MULLION FOR yrQNAL t�t�
•
FIELD-MULLED UNITS FACTORY-MULLED UNITS A.LYNN�JI�L11R.P.E.
FL P.E.#58705
a
TABLE 10A
MWllon Capacity Table fist) ®7;A
OpeningUNdth(for vOAically-spa rung mtdons)orOpening Height(far horizaNall"panning millions) 'e ak
50b 601n 701. 1 80 in 9001 too In 120N 14D In 160b O
126X326 RxtengWar TraplRJ.ng. Rm!.rgWar Trap/friarg. Reclangula Tralyfdang. Racterg7ular TrepR�Ong, Roctangd.r Twirdeng. Rectngular Trap170aq. Reet.ngubr Trzpr7dang. ROclangular T.;,Min9. Rncla4gW. Treprrrlarg. R"
X.624 Lwdl.g Lwding Lwdirg Leaning Laading LOedmg LOaAng LOedn9 L4adlq loeding LOadn9 L4a09g L4edNg loading Laming laadm9 LaWing Laadlnp oa!
AlumTube .£ 'E ''F, o.. 'f; a.. 8.. 'u'. F E� &' e c •o .g 5 P .. E '�.. r _
muBlan R �@ & k<" a X X. a >� g@ 9'> �@. W �� W ��. g �c 2 �'€, m I a2 K aU CV
v O V V•g & U V U u U ra V U v v V U v u U
_ $a a §o �� a % a Jj s a's g n _ - s
ax a.� _- o€ q g U
2 Q12 i€ 8a i� Za s'8 ung i`� dr a0' �� @n7 s' $a1 ��. d`a �6 e`m @ der 1E �2. d� f2 d�a9 �2 d`a �& d`e
421n 110.9 620 170.0 435 170.0 744 170.0 478 170.0 080 170.0 506 170.0 992 170.0 619 170.0 1116' 170.0 571 170.0 1240 17D.0 521 170.0 1469 170.0 521 170.0 1736 170.0 621 170.0 19M 170.0 521 6 2
491n 170.0 708 170.0 521 170,0 850 170.0 584 170.0 99; 170.0 Gia 170.0 1133 170.0 sfit '170.0 1275 170.0 877 1709 1417 170,0 680 170.0 1700 170.0 680 169.7 1979 170.0 680 140.6 1979 170.0 680
J
0 Lo
S0.6R5b 170.0 747 170.0 663 170.0 696 1709 631 170.0 1,446 170.0 604 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1495 170.0 156 110.0 1793 110.0 76G ISM 1077 170.0 756 1315 1877 170.0 766
541n 170.0 797 I76.0 612 170.0 956 170.8 691 170.0 1116 170.0 754 170-0 1275 170.0 003 170.0 1434 170.0 837 170.0 1694 170.0 356 166,4 1769 170.0 86; 134.1 1769 170.0 661 117.3 1753 170.0 091 (9no W O
fig In 170.0 886 170.0 701 170.0 1063 170.0 797 170.0 1240 170.9 878 170.0 1417 170.0 944 161.1 lot 170.0 996 145.0 1511 170.0 1033 120.9 1511 170.0 1063 103.6 1511 170.0 1663 90.6 1511 170.0 1063 .{ F U CO LU
Win 170.0 930 170.0 746 170.0 1118 170.0 850 170.0 1302 170.0 940 156.6 1310 170.0 1016 1392 1370 170.0 1078 125.3 1370 164.0 1002 1MA 1370 165.9 1072 89.5 1370 155.3 1070 78.3 1373 165.3 1070 a UJ z
IL
661n 170.0 914 170.0 709 170.0 1169 170.0 303 155.5 1748 170.0 1002 1362 1248 168.8 1013 121.1 1248 147.1 1600 108.9 1240 139.0 969 90.0 1249 130.4 978 77.9 1248 129.0 976 60.1 1243 129.0 976 Z 7 d n =
n
721. 167.8 1049 174.0 678 139.9 1049 150.2 892 119.9 1049 132.1 W6 104.9 1049 119.1 860 932 1049 1097 846 63.9 1049 102,7 830 69.9 1049 95.3 825 59.9 1049 91,2 820[2(L3
1049 01.1 920 W �J4 V
0 76 in 142,7 941 149.1 B22 1189 941 126.0 006 101.9 911 1112 191 09.2 941 100.0 777 79.3 941 91.7 766 71.1 941 66.6 757 69.5 941 778 744 61.0 941 74.0 A7 901 73.3 736 J 6Z
a Bin 132.0 894 137.6 783 110.0 694 115.9 7W 94.3 894 1024 753 02.5 894 91.9 740 713 8114 04,1 730 66.0 04 78.3 R1 65.0 B94 70.7 707 47.1 594 07.0 701 034 00.1 690
spin 65.9 671 e57 06 71.6 671 74.9 6% GIA 671 65.3 575 53.7 671 68.2 664 477 671 629 550 410 671 459 551 35.8 671 43.1 Ma 30.7 671 39.7 531 571 979 526 z C4 QSS in 70.0 690 72.6 527 59.0 690 61A 518 SOS 59D 59.4 609 44.3 500 47.6 502 39.3 590 410 484 36.4 690 395 488 29.6 690 34.7 477 25.3 590 315 409 690 29.6 404 CNIZ
180 Jn 49.7 466 50.8 421 41.4 466 42.0 414 35.5 466 37.1 408 31.1 deft 329 402 27.6 466 29.7 396 24.9 406 27.1 381 20.7 466 23.6 382 17.8 466 212 375 466 19.6 370 nLo
incli
1111n 46.8 441 46.1 400 382 441 399 393 .1 441 34.1 387 20.6 441 30.2 301 26.1 411 272 376 229' 441 24.11 372 19.1 441 21.5 3W 164 441 19.3 356 441 11.0 951 .r- � CO
W
1201n 36.3 378 369 344 302 1 378 31.0 339 26.9 379 26.8 334 22.7 378 217 329 20.1 378 21.3 325 10.1 378 195 321 15.7 319 19.7 314 ® X
146In 21.0 262 212 742 17.5 262 17.8 239 1fi.0 262 159 238 V N Q LO
Z110001
m OTABLE10B AnchorCapacity Table(Ibs) ANCHOR CAPACITY ADJUSTMENT FORMULA:ANCHORCAP,,,,,,,,,,,, o m
Substrata 275Camcete aekC9ne. MdlOwQdU Filled Wtm meta (DP,°)X( )=ANCHORCAP.-
916'EleO 114•15SEO611rMo 1w Elco Coined 012SI0W en2aiml MULLIONCAP.,„,,,,,, PRODUCT REVISED
Anther type: S•19 Eco Utrrxal UC QCO Ullmcon 399 Oto Macon Ur Elco Ulbaton
AnchorCllp Panama ul=.A AsgreGetor UOracall Ag020ator Serm(G5)Sum(c-s) scree(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR as complying with the Florida
Edgea5tOmepn 1• 2-9r 1• 2-102' Mm r 2-117 11 2-112' 2 '6" r 34, 0.4a^ 0.5r o.32r CAPACITY REQUIRED"CORRESPONDING TO AN 0011dingCode
Emhl:antnt 1374^ 1074' talo• 1314' Y 1-114" 1-U4" 1-714• VIM 1414• 1-114• r 14'8` taro• vdAes ACTUAL PRESSURE REQUIREMENT FOR THE NOA�Io. 17.0630.01
2AnchmQ4.798660.C.1 Sti Mand orO9set CJP(719.1X 390 I09 990 ms 450109 =Lts 1644 lbs 21OLS 260IM 3541Ds 740 It. 374106 654 me 945 ms 341 IDS 442 ms 560 Ra OPENING,WHEN IT IS LOWER THAN THE MULLION Expiration Date Q5/26/2021
a A1Xhus®1.18 Min.o.0/S1aMerd(Or(MO)Clp M.z): 4B0 IDElooms WA WA NIA NIA 360 ibs WA WA IVA WA WA 6821h¢ 8950. 1120 ftCAPACITY(FROM THE TABLE)OF THE SELECTED
4AMhDm@3'M11.0,C./(1)216ArQ1e01p31(Rg.3) 780 m9 780IDs GBBMS 16601W IBM Ib. 6.40®6 560 IDS WA Iso its 748 Ib6 880 on 1892m 68216$ 8&6 P. 1tMIDS MULLION.IT WILL YIELD A MINIMUM ANCHCR By
3AmhDma 0.6r MEL O,C.I U�p,WO.tOa'A1u0t 1119.4X NIA WA NIA NA NIA NIA WA NIA WA WA WA � WA NIA WA 950 f¢s CAPACITY WHICH MAY BE USED TO QUALIFY Miami-Da Pro uct Control
1 AnchDrl S00(RO.SX 125 ms 79588 ?251bs 445 Rx 022103 136 ms 140 Ms 177 lbs 370 ms 187lbs 332 m0 473 ms 17Dms 2211a 280105 ADDITIONAL ANCHOR OPTIONS FROM THE
2Aecrm®1.19 6Nn O.CI F•CBp(119.6)' 24D ms 350 m0 WA NIA NIA WA Igo mr WA WA WA wA WA S41 ms 442 toe 8s01a gNCHOft CAPACtTYTABLE
FIGURE 1: FIGURE 2: TABLE NOTES: 1.260" 1.250'
. ® 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION
GLE
• ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS tS ALLOWABLE. `711111 7 451i1
3 MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE � 'C '' Gr:N
FIGURE 3: ) 3.250° 3.250• ` �1 1,10ENgR:'.,
SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS t+,
r CLIP MUST SHOWN ON SHEETS 21.23,FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No.58705
Fe
• • BE USED - *
W 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 Q, j
BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SO OF 0.55.ALUMINUM SHALL BE 624" .624' K/�;:•!V
FIGURE 4: FIGURE 5: FIGURE 6: O ST
606375 AND BEA MINIMUM OF,700"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND �
• .045'THICK(18 GAUGE),STRUCTURAL STEEL TO BE AT LEAST.125"THICK AND A36.ALL �CCS4'•• ORID7!,.'' �C��
• ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 125•X 3.28 X.624' 1.25'X 3.25'X.624"
• #10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. MULLION FCR MULLION FORItif lEl��`
• FIELD-MULLED UNITS FACTORY-MULLED UNRS A•LYNN MILLER,P.E.
FL P.E.#58705
TABLE 11A ® n
Muillon CapetityTable,(16s7Ra)
Opanbtg Width(fdrve0Ica*6pand1lg mllliore)crOpening Height(for harizodal"panlirg mullions) E a
50 in 60 in 70 Li 80 In 90 in 100h 1 1211. 140 in 160 in
R..m.9,dar 7rap?danp. Reclangrdar T wTianO. Rectan9ula TSodm9• Recanular Taprrnang R.a.,gdar T ggri:0• R.Cang kc TrapTTrim Ilmmnngular Trapr7danp. RanangAar -O.pTdmg, Reetangolar Trapmtalg. yi11 1•:
1.25x394 Lud'm9 Laadm9 Laadmg Loading Loading Loading Wadn9 Loadng Luadio9 Ln8dinp Loafing Leading Wadmg Laeding Laeding Lo.dmg Laadng Loading
x.624 ,-
Al1an.TUbO p T
f7 'C w 'S p a e 3 '� £.. ri
Mullion d S ,. . o " >L as a o a a 6.a 1L a as A oa a g� o 2. S" N
J� T47
R• a� E-€ a@ all :2 . 2 . @
" vn$ 9� t6 d � V'. `5 �. r'v -9 ,�T'c �@ ,sic 3P �0 'F� .gw .� � E . 0co ow 'a"< te, G <$� 8 � � -6 �� E'�• to ee " Z
1. 170.0 436 170.0 Odd 7700 478 170,0 BFB 170.0 506 170.0 992 170.0 519 1760 1116 170. 521 170.0 1240 170.0 521 17x0 7488 170.0 521 iT80 1735 110,0 521 170.0 IBM 170,0 521481n 1711.0 624 EMS 850 770.0 584 170.0 992 170.0 630 1710 1133 1700 661 1700 1276 170.0 677 170.0 1417 170.0 680 170-0 1700 170,0 680 170,0 1983 170A 680 170.0 2267 170,0 600
50.825 in 170.9 663 170.0 896 170.0 631 170.0 11146 1700 684 1740 1195 170.0 773 1700 1345 170.0 TAT 1700 14.Sd USA 768 170.0 1793 1710 755 170.0 2092 170.0 766 170.0 2391 170.0 766
541n 170.0 797 170.0 612 770.0 956 170.0 691 170.0 1115 1710 754 ITO,0 1276 170-0 803 170.0 1434 17x0 837 170.0 1694 1701) 856 170. 1913 1710 �1 1710 2231 170.0 861 1612 2403 170.0 %1 t7 ED C) (n
Win 170.0 885 170.0 Tel 170.0 1063 1710 797 170.0 1240 170.0 870 110.0 1417 173-0 944 170.0 1594 170.0 098 171.0 1771 1700 1033 1710 2125 170.0 1063 148.3 2163 1TRO 1063 129.8 2163 170-0 1053 � � U W �
U
63 in 170.0 930 1700 745 170.0 1716 170.0 850 770.0 1302 170.0 960 170.0 1488 770.0 1016 170.0 1673 170.0 1076 170.0 1859 1700 1122 168.9 2060 170.0 1169 1345 2060 170.0 1171 117-7 ZOfiO 170.0 1177 W
66 in 170.0 974 170.0 755 1700 1169 170.0 903 170.0 1381 170.0 1002 170.0 1650 170-9 1058 170.0 1753 170.0 1165 170.0 1948 170.0 1210 143.0 lies 170.0 1276 122.6 1966 ITO0 1286 1071 1965 170,0 1206 2 z N
j 721. 170.0 1063 170.0 879 1700 1276 170.0 1009 170.0 1408 170.0 1126 170.0 1700 170-0 1278 154.1 1r.1d 190.0 1315 138.7 1734 169,11 1380 115-6 1734 165.0 1361 99.1 1734 160A 1362 86.7 1736 160] 1952
Tfi In 170.0 1122 170.0 337 170.0 134fi 170.0 1080 1603 1555 170.0 '1209 147.0 1656 1652 1285 13L1 7556 157-5 1266 1175 1596 141.3 1251 98-3 1656 129.3 1223 BdS 1536 122,3 7219 717 1656 121.E 1216 r� _ �O 6Z
78 in 170A 1161 170.0 967 170.0 1381 170.0 1116 ,155.8 1477 169.3 1245 136A 1477 152A 1224 1212 1477 139.1 1208 109.1 1477 129.5 1191 90.9 1477 116.0 11M T75 1477 110.8 lies 682 1477 Lou 1164
2 -- r
90M 1429 1110 1465 965 11aA 1710 123,6 Sea 701.6 1710 1075 961 888 1110 96.3 936 78.9 1110 674 822 71-0 1110 BD.T 910 592 1110 T1.3 891 50.7 1110 85.8, 078 44.4 1110 627 970 ZC9Q co
e61n 117.6 976 1203 832 975 975 1015 056 83.6 915 883 862 733 576 72.6 829 66.9 975 711 017 56.5 975 65A 607 48.8 975 fiT.i 789 11.1 9'79 523 776 98.9 975 49,3 767 �, Fa-• x Z
1081n 827 711 84.0 696 685 771 70.7 68b 50,7 771 613 674 510 771 64.3 664 dS.T 777 49.0 655 41.1 771 46.9 667 34.3 771 789 632 29.4 777 35.0 621 26P m 920 812 0• 00 w op aO
Ill in 76.7 739 77.3 661 611 730 65,0 660 &.1 i 730 663 610 47.3 730 49.9 631 421 730 46.0 622 378 130 41.1 614 31.5 730 955 600 27.0 730 31.9 689 231 730 29.5 501 6 W C)
1201n 69,9 624 ei a 669 499 624 51.2 560 42.8 WA 443 562 375 626 39.2 664 333 624 353• 637 30.0 626 32.2 fi31 26-0 E24 2L7 619 21.4 624 2d.6 599 taT fi24 22S 501 6 Of X
N
1461. 94.7 433 36.1 400 265 433 290 395 24.8 433 250 390 21,7 433 214 386 193 433 20,0 381 17-3 433 1112 376 U N ¢ O O
ae� Z.,EA N
a �a
TABLE 11B AnchorCapecity Table plu) ANCHOR CAPACITY ADJUSTMENT FORMULA: 0 Of
sots 17h CDMnie 95k C01fe. HtlGN CMU FWN Chiu prw.m MOaI ANCHOR CAP.,,,,,,,, m a�rc�
(DP,m)X( )=ANCHOR CAP.,,,,
6"16-EIC* va•ssQcd 5'tGF1Co 114.83Oco t+tDstcd onzsl6N alzsleal MULLION CAP..,,,,,,. PRODUCT REVISED.
AnahorCUp Pattemg AMnartyle: atc Qca Imra:m vs Eko uttrzOn utt=on 3rte Qeo U¢racal uc 5coulracOn AIr"S.0r Umacal A9&n3Ga0r acme(ems)Scr-rA Scnw/(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR as eomplving with the Florida
Edge Dstarce 6ny 1• 2-11' 1"• 2.124' 3.10 1• 2.117 1• 2NT T. 3.1187 T 0,48• 9.54• 0.324• CAPACITY REQUIRED"CORRESPONDING TOM Building Bode
F-rrlla�mlenl 114• 134' 18x4• 1.Yd• Y 1-ve 1-v4• 1-114• 1-vs 1-tw 1.111• T 1•y8• lore• tales ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 17-0630.01
2 Acle 0QVb5 MIR 0M.7 StdfloBld Or OM"COP 09g•U 3MIDS 990 Aa1 463 IDa VOIDS ISO IDS 270109 260 IDS 954101, 401 314 Re 68111, 91611, 341101, 4421w 5601. OPENING,WHEN IT IS LOWER THAN THE MULLION Expiration Date 05/26/2021
4 Archm®1-15•MOL O.C./erdldad(rt Olset)C0p 44`14 27 480� 768 IDs NIA w1) WA WA 380Ite H/1) WA N/A WA WA 68211» Bas im 1170 N CAPACITY(FROM THE TABLE)OF THE SELECTED
4AT.hm@3'MIIL O.C-1(2)2t5ArVeC"J(fro 3X 7W IDS 780 IDS 6M0- 15GI IDS 1&'1,811, 640IDS 5601m NIK 7501ba 748 IDS ON IDS 1892 its 682 IDS 6650- 1120 Its MULLION.IT WILL YIELD A MINIMUM ANCHOR By
4AMMESC0.54"Min,O.C./U•CBp,Dilo.10P Alum Oi 47 NIA WA 71/A WA N/A WA IIIA WA WA NIA WA t0A WA WA T267 IDS CAPACITY WHICH MAY BE USED TO QUALIFY nmim Dad"
a Product ontro
I AM MY FCOP Till.57 195 IDS 165 Rs 22611. 4d5las LIM IDS 13SMS 14D 177 IDS 370 IDS 187 ms 332IIs 473ts 170 Ds 2211DS 2801® ADDITIONAL ANCHOR OPTIONS FROM THE
2AnCMls®1.16•h9n O.C/F•Ctlp 1flg.6) 241015 Bw me NIA WA NIA WA 190 IDS IOTA WA NIA WA j311 roe 442 Os 5601rc ANCHOR CAPACITY.TABLE.
1,250'
FIGURE 1: FIGURE2 TABLE NOTES:
• * ® 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING 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 \ \\ Y Ly
77�
FIGURE 3: ���,�pN .
ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.94! ^`��••'' 7CENSF'•,��
CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS �••;' •,tn�
O BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No.58705
IN PAIRS, ~*
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND
GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL
FIGURE 4: FIGURE 5: FIGURE 6: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH ANSGOF0.55.ALUMINUM SHALL BE �•• ��
6063-T5 AND BEA MINIMUM OF.100"THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND 624" :0T
••• A� �V
� .045'THICK(18 GAUGE)-STRUCTURAL STEEL TO BEAT LFJIST.125"THICK AND 036.ALL ��� -
• ANCHORS INTO METAL SHALL EXTEND TEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL '��S�ONAL
#10 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. 1.26"X 3.84•X.624• A.iMNN
MULUON FL P.E.#58705
r
TABLE12A
Mullen CapacU Table Obsill")
Opening Ndth(for%ottica*spanring mullons)or Opening Helght(fC1rfQd2DntanyTardrIg midlons)
so i, 50 In 701. go In 9010 1001n
120 in 140 In too in <
Remalvela, Iftawliftez P-twou" TrWre-m' Raaf ler TepMeag. Thofre". fu V4 Reelangpla Thvllimg,
2 x 4 X.25 Lov&lo Ledm Ixedng Loofflng Leaft Loaft Loadis I.Odima Ldng LWAN Uamg 9 Ladng Watling LOadn9 Uaft L-clag
Tube & a k P z Al
9
A !� I
Mullion Ig f " a 'a g I x 9 5- 11 g- Ile
N
12 2- 12 5
IL a 11 1 3 j F-:
a
soca 2 -116 24 j 11hi cg rt I I I I
42 In 1711,0 620 170.0 435 170.0 74 1170.4 478 170.0 668 170.0 5W 170.0 W2 170.0 610 170.0 11161170.0 521 170.0 1240 170.0 521 1704) 1486i 170.01 521) 170.0 IM 170.0 621
170.011083 1704 621 Ud
170.0 1963 I_fo.0 6W
48 In 170.0. 701 ITO.0 524 170.0 Me 170.0 SM 00.0 ON 17OX 630 IMO 1133 170.0 4561 110.0 12751170.0 677 170.0 1417 00.0 1 so 110.0 17W No 00 170.0 1 2m 170.0 6160 U)
130.625 1.1179.01 741 17000 5M 170.0 898 1 17MO SM 170.2 10=40 170.0 634 i7Q.0,1195 170,0 7M 170D 1346 t70.0 747 170.0 1494 1741,01 7W 17MO 1703 17U M 170.0 20M 17D.0 Tes 170.0 2391 ljoo m cf)
Bm-
m es
641. 170-01 737 170.0 6t2 170.0 956 170.0 691 170.0 1116 170.0 754 170.01 1276 170.0 170.0 1494 17D.0 937 170.0 IW4 1710 SSS 1710 IS13 170.0 631 170,0 2231 170.0 1161 170.0 25M Ima .801
0 in 170.01 86$ 170, - --- 1 0 LU 0-
0 701 t7O.O 1013 170-0 717 1*10.9 d124.0 170.0 878 170,01 1417 170.0 Im VILD IS04 170.0 06 IMG 1771 fX0 1033 1700 2125 170.0 1063 170.0 2479 1 IMO 100 160.4 2%0 IMO 1063 53
171LO 90 170.0 1438 170,0 1015 170,13 1673 170.0 1078 17`10 18W 170L0 1122 1700 2M 170.0 INg IM? 2553 1170.0 1171 145.9 2553 17U 1171 co
031. 17" 8W VU 74� 170.0 1116 V0.0 VA 170.0 130
6S 11 170,0 974 170.0 T69 170.0 1189 170.0 003 170.0 131M 170.0 1W2 170.0 1568.470.01 1086 170.0 1163 170.0 1155 170.0 IW 170.0 1210 170,0 2338 170.0 7274 1161.6,2437 1170.0 1286 1325 2437 170.0 1 1296
?2 In 170.0 I= 1704 678 170.9 IVS 1710 I= 17410 1488 170.0 1126 470.0 170011-10.0 1228 17110 1913 170.0 1215 170.0 2125 IMO 13MV 145.61 2184 170.0
UN 124.8 204 170.0 1528 1092 2III4 IM,0 1536 z W
•
7641 170.0 I= 170.0 937 170.0 IW 170.0 1050 170.0 1570 170.0 1209 170.0 1794 1704 I= 155.1 ION 170.0 1421 148.8 1960 170.0 1505 123B
19601 151.6 1646 IMI IK0 164.0 I= 929 IM 152.7 1631 W 2 L 0
IS 78N 170-0 1141 170A 867 170.0 iMI 1170,0 1116 170.0 1611_170.0 IM 170.0 1042 170.0 13" 1527 1861 170.0 1474 117.4 1661 187,1 IWO 114.6 IWI 147.3 1473 902 1561 139.6 1469 95.9 1681 137.0 1454
90h 170.0 132$ 170.0 1144 149.4 1398 756.011218 127.8 1301 136.4 1498 111,0 I= 120 1178 814 13% 1102 1102 56.5 1388 late 1147 744 130 60,11 1122 Wo I= 817 IleS 659 1398 78,9 1
095 z
871 46.1 IMS 62A 1167 z
1044 73.7 1229 112.4 tole 61A 12n 722 993 7 iZZ9 0
66M 147.4 1229 151.6 109a 127 9 1229 127.6 11 1079 105.3 12291 1111.2 1061 V-1 98.9 8%.9 1229 89.6 1029
_i;W_ e 47
In 03 -WAS a 6
971 105.8 77
86,3 e71 89.0 812 74.0 971 77.2 849 64.7 071 66.4 82-7 ISMS 071 6t.8
'S
m $1.8 971
9&4 ]V
III le 7916 $19 aix Itis 66.1 90 7" me 59r. 619 6aZ 0 1 764 532 Is il.? 11 47.7 919 51.8 774 39J 9f9 4408 758 34.1 919 402 742 289 sig 37.5 732 43.1 071 4804 706 37.0 171 44.0 782 324 871 40,8 771 417 c!
Ile
_.. M
120 ii� TU 786 79.8 16 -Wa-_766- 94.5 705 $3.9 766 55.0 695 47.2 786 49A 6M 41.9 786 #4-4.4 ST-7 37.7 786 405 668 315 786 34.9 653 27.0 706 91.0 641 23.8 784 28A 631 ® d' Y
1441. 31.0 498 312 W 31.9 491 27.3 St8-
TABLE 128 Q
AnchorCap Table fIbs) ANCHOR CAPACITYADJUSTMENT FORMULA-, �x
L4.121 (ANCU RON'CAP ANCHOR CAP.,2.7k C=IM 351 com- Pie0cmu FrINOW (OP„]X( x
43.7 604 -;;74 SW 846 253 479 21.8 845 229 474 182 Sd6 19.5 484 15.6 646 171 455 73.7 646 185 448 U X
<- 01
REN
AP Z_)
AnchorCUPPattems An1h.4PC 311QEI-UM=m 114'SCO Minim 3,16,Elco s"&,Elto Ulmm Ile mcourmw VOSS MCO 010 Sted #t2Sted 02 Sled
U11i AgleeGulv Oftum AggWal. s.amm somu CA sawn-67 USE THIS FORMULA TO OBTAIN THE'ANCHOR PRODUCT REVISED
Edge rAnaMe 0 1. 2-112' 1. 2-1/r 9-lir 1. 2-1021 1, 2-1/2' 2. 3.1fi6' r OASW 154• 0.32.4^- CAPACITY REQUIRED`CORRESPONDING TO AN an complying with the Florida
gmtxculciit M 1-&4' I-&-r I314' 1,V4* 2- 1.114, 1.114r 1414- I-114' 1-114' 1.114-- r -am. I-&Ir valles ACTUAL PRESSURE REQUIREMENT FOR THE Building Code
2AMROM@4?U'hurt O.C,/Sla4MOrOrSetCOpOo 192Y 590 OIs 9901h1 450 lbs 890 WS 1644 IDS 270 DS HO ft 354 lbs 7401W 374 lbs 684114 946114 -at"ins -44z j-m --- UOA-N*-_ 117�0630.01
;so149OPENING,WHEN IT IS LOWER THAN THE MULLION
A A-h-0 Z69'Mh O.C.ISIMM14 10r01ftt)CHIP(flit 4 740109 740 Its SW IbS 1485111 1424 8» NIA sm M. NJA 6 95 1 be WA file ita WA 68291 ow be 1121)ts CAPACITY(FROM THE TABLE)OF THE SELECTED EXPinit.10111 Date 05/2612021
I staamra(Womequip ft -758 IbS IMIts WA WA 7C5 Its NIA ?gams NIA WA WA ID221ts 1027114 IM bS MULLION.IT WILL YIELD A MINIMUM ANCHOR
111,71!111',L 0,1', 4� Z les
"W_1(2)21SAMIaQJWfR05Xj 70DIM a. sw IDS I=" law Ile (340 ft) 6140* NA ?W its 7AR[be Set us 1 180 D. 682[In OW Its 1 112011 CAPACITY WH IGH'MAY BE USED TO QUALIFY By
(2)2,5 Aroa Clip.I iflig.41 11701141 it 230 2"be In 8401a I WA 11,011155 1122lbs 21 it. 102211. 13278. IBM Is ADDITIONAL ANCHOR OPTIONS FROM THE wlgm-#-U�06 Product Control
I Mee F-C ea A 01A _WA NIA 13E"I ANCHOR CAPACI TABLE.
avm-0-1 U-ClIN III.l27 Ah-TU 7X NIA WA IM41A -A -A NIA NIA D73
-A E�WA NA WA 21 In
'be
2
,". 440114 WA A IW 650 Its
Q zer h9ft oLi FX40 0 �k I -
L
WA WA slims 664 Ile 840 Ile 3AMfMCI. -M1taGJF-Qp".1.jj 16A NA 1 3839. 1 WA I aeolb. L NA
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24.
FIGURE 1. FIGURE2, FIGURE 3: FIGURE 4:
TABLE NOTES: t-2100--i
1)SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR
GENERAL INSTALLATION METHODS. LYN
FIGURES: FIGURE6: 2)UNEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENINGINIU rHs IS ALLOWABLE.
4.000"
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE,FOR EXACT DIMENSIONS,SEE SHEETS 21-23,HOLES TO BE DRILLED IN .250" No.56705
tj
THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE
LOCATIONS. z
FIGURE7: FIGURES* FIGURES; FGURE10: TE SHALL CONFOP t'0
T T
ANGLE CUP 4)SUBSTRATES:CONCRE UM TOACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT 4✓
�-Z�
(FIGURES 5&5) (CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55,
.� -� MUST BE USED ALUMINUM SHALL BE 6063-T5ANI)SEA MINIMUM OF.125"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.046'THICK(IS 2'X4X.25*MULLION /%/?/C)IVAL
IN PAIRS, GAUGE)-STRUCTURAL STEEL TO BE AT LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW
• THREADS BEYOND THE MATERIAL#10 8#12 ANCHORS INTO WOOD MAYBE STEEL,18-eS.S.0114108,S. A.1.41IN M)0
• •
e FL REA 58705
TABLE13A
Mulf}cn Cagulty Table Mmflt1 a ?Rt
Opening W}tlth(for kertlw9y-9pamdfg mu3on9)or Opanhf9 H61ght(for hprimria0ynp@nNr9 mallorm) F
501n 60 In 70 In e0h In 1001. 120 In 1401. 180N 45
R- Ine Tmp'Tliaig, Rectan9*1 749pr7rt9ng. Raaf TraArmwa Rectumder TVWTd9497 Reatangma i}ep7Tdry. Raonnl7"N DVM'w& Rod-0. ifaW'45mg. tiaefatpA6e TtaWPb V. R..WwLw U Tdap. O
2 I 6 X.26 Loadno Uadfg L.,rmp LcadnO Loafing Lonny Loeft Load.g Losdmo Lontfig Lancing Looffa4A Loadng Ldadng Ldadng Loaft Lmang Laadag
Mllnon I 'ag >� al 1 g ray s ag K � �£ a �€ a � a �� a aHe
� @ a 15 � � f_' b0. €ff
s� �rc s� aa: � ,E � �� �&� 20 �a Eo• �a� �� �� •�a" �� � �� aaa ��. a5z �a �+� �n dm �� �rE �a � �. aGo: � ° t`
42 In 1704 920 170.0 435 170.0 746 170.01 478 1700 684 170.0 506 170.4 92 170.0 $19 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 14M 170.0 521 iTOO 1735 1710 521 17DD 1983 170.0 621 W O Z
46N flan 700 1 170,0 524 170.0 C50 17D.0 584 170.0 900 170.0 630 170.0 1133 170.0 001 1700 1275 170.9 a77 170.0 1417 1710 860 171 84 170.0 0 1700 •70,0 0'80 170,0 1983 170.0 6 2267 170.0 884 a J Ct3
50.625 in 170.0 747 170.0 583 170.0 em 170.4 631 170.01 1418 1 170.0 884 170.0 1195 1 1710 723 17QD 1345 flan 1 747 1710 1494 170.0 1 756 1700 1793 170,01 758 I IMd'2092 1 170.0 759 1704 2391 170.0 758N 2
541. 1740 787 170.0 612 170.0 956 170.0 691 170.0 1118 170:7 754 170.0 1275 170.0 603 1740 1434 170,0 037 170.0 1696 170.4 658 170.0 1913 170.0 881 170.0 2231 170.0 861 170.0 2550 170.0 081 U' W O F'
O In
6061 170,0 889 170.0 701 170.0 1063 170.0 797 170.0 1240 170.3 878 170,0 1417 170.0 944 17QO 1594 170.0 999 170.0 1771 170.0 1033 1740 2125 170.0 5087 170.0 2479 170.1 1063 1710 2831 170.01 1083
63h 170.0 MO 1 1700 745 170.0 1156 170.0 850 570.0 1302 17MO 840 174,0 1486 17D.0 1015 170.0 2673 170.4 1078 170.0 1050 17&0 1132 1744 2231 170.0 1159 1700 2503 170.0 1171 170.0 2975 5706 1177
6661 170.0 07,4 170.0 789 170.0 1169 110.0-90 170.0 1384 170.0 1002 170.4 16M 170.0 HIM 1740 1753 170.0 1155 170.0 1846 170.0 1210 W00 2330 170.0 1275 170.0 2727 170.0 1269 170.0 3117 170.0 12� Z m Z
c72 In 170.0 1063 170,0 878 170.0 1275 170.0 109 1740 1488 170.0 1128 170A 1700 170,0 2228 170.0 1913 170.0 1315 170.0 2125 17J,0 1387 170.0 2550 170.0 1488 110.0 2975 170.0 1528 170.0 3400 170,0 1530 ori Z W x
w � II .z
c 70b 170.0 1522 170.0. 937 Y70D 1346 1710 1050 170.0 1570 170.0 1200 170.0 1704 170,0 1322 INLO 2019 170.0 1425 574-0 2243 779.0 1305 170,E 2692 170.0 1W 174;0 3'40 170.0 IM 1740 3589 170.0 1705 µ� JLLI 10
7061 170,0 1151 /700 997 170.0 1381 170.0 Ht6 170.0 1811 17.00 125(1 1710 1842 17[1,0 1369 170.0 2072 1710 1474 1ro.0 2302 170.0 1564 170.0 2763 170,0 1700 170.0 3723 170.0 1777 170.0 3883 170,0 5708 ¢ •'� ti
8061 170.0 1320 170.4 11M 1ro•C 1594 174.0 1326 170.0 i8W 170.0 7098 1700 2125 170.0 1853 1740 2381 170.0 1793 170.0 ;5W 170.D 1918 1710 3188 170.0 2125 156.0 3413 170.0 2273 1385 3413 170.0 2361 F- Z Z N
9161 7700 1417 270.4 1231 170.0 179 174.0 1434 170.9 7883 1700 1813 /70A 2287' 570.0 1704 1740 2556 170.0 5952 110,8 2833 IIn 2095 161D 3199 170.0 2339 137,1 3199 108.6 2470 12MO 3199 IS&I 2429 0
101 in 170.0 1594 1700 1409 170.0 1918 170.0 16{7 170.0 7231 170.0 1870 170.0 2550 1TO,o 2976 104.8 2701 1100 2271 148.3 2781 161.0 2373 123,8 27'91 140.6 2231 10 Lo
05.9 2781 125.8 2214 827 2781 716.0 H12O3
N 40
111 N 170.0 1818 170.0 1431 170.0 1986 170.0 1700 170.0 2793 iTOA 1932 170,0 2871 170.0 2269 131.6 2632 1925 1245 198.0 2832 140.0 2258 1119 2032 128.4 2188 47.8 2832 IS5.1 2528 85.1 7832 109,3 12070 1710 177) 570.0 Sfi89 170.0 2175 270.0 1659 154.1 2292 1548 199! 135.1 7292 141.4 1064 12Gt 1.252 1272 1936 508.1 2252 118.1 2915 8af 2251 89.8 5972 772 2[52 %9 5038 97.8 2252 914 Cc144 N 125.1 1564 126,6 1445 104.3 1584 108.1 2475 6fl4 1584 815 1407 71,2 1564 80.7 1390 815 1684 72,3 1373 bZ.6 15114 61.7 1358 521 1586 580 1330 447 1664 4@2 1305 391 1560 444 ¢ N Q
Z jo
TABLE 138 ANCHOR CAPACITY ADJUSTMENT FORMULA: m a , O
An borCa Table s ��,,
suta6ate: 2.7hCarcroW ase cam. axcMu Fin"emu PTvfom Met4t (pp")XIANCHORCAR! 7-ANCHOR CAP. 6 •��`•3
5116'E0o 1!4.96 Ewa 91WEl- 1,W38Eha •1095011 91251811 912 SIW I`MULL(ONCAP.,®,,,,,, PRODUCT REVISED
Anchor TYpa 3+16'FSca Ultrum U4`E(a0 UDracm 3+16'Ewa tl0acan 114•EIca,Lneum
AnchorC6p Patterns 911100. Aza-Gator LM=m A Sam M)16arzw(05) suew(05) USE THIS FORMULA TO OBTAIN THE ANCHOR ascomp with the Florida
Edip Mtame((nF r avr r 2.10 3-48• 1• 247 1• 212• T' 3.48' r 0.48•• Q64' 0.324^ CAPACITY REQUIRED'CORRESPONOINGTOAN Building Code
Em6cdm"IIh. I-3W 7-3141 1.16' W14• T 1.11 i4w 1-501' 1-19- 1-114• 1.46' 2` 1318' 1318• x1611 ACTUAL PRESSURE REQUIREMENT FOR THE NQA-No. 17-0630.01
2Am10 04.75'MhO.C./Stmdwd.Cn.tC0p(R9.162): 390 We 390 m8 4501bs 890Ibs 1644601 MM-s 280[be 3 1bc 740Szc 374 IM 640bs soma 341101 442 Lbs seolbw OPENING,WHEN IT IS LOWER THAN THE MULLION ExplydtlonDate05!26!2021
4Amhms@4.68'Minn.C.tstendam(OtGRe.1)Cnpft3y. 7M)ros 7811. 900 roa 17W Ws 3232ure Sa 9re 540 ms ?Wft 1490pxi 748 im 1272185 I=Ihs W2 lbs Wits 1129960 CAPACITY(FROM THE TABLE)OF THE SELECTED
8 A1s:hafs®1.70 MR O.C.I Standard(arosbot)Clip ptg,q 11a9Ibs 14m[be ID10 Inn 25951bs WA WA 9401ba NIA 1D651bs WA 10A WA 1363 Ibs 17M Ibs _2M We MULLION.IT WILL YIELD A MINIMUM ANCHOR By
4 A.MM 07 N,O.C.1 C2 An 461 C7p•1(Fip.S}: 78015 770 Um 6&1165 Im Ibs law 8s 540 ins SW 1b. WA 7601be 748 Ibs 880F. 1852 the 682165 886Ua t1201ba CAPACITY WHICH MAY BE USED TO QUALIFY Mlam e u nm
SAnd=@ 3•Wn,O.C.1(2)Z&Aigb q¢s)(FID.5): 156016s _1560Iba 13001bs 3121 Ihs 9792 Oe1 1080 Lbs 112C IDs WA_. .1520as 1499 Ibs 176060 3164It. 1963 Me 1710 Ns 2240its ADDITIONAL ANCHOR OPTIONS FROM THE
12Arsbom 481,5'Ma O.0.t(2)2:5Anpte CL)s 11614.4 1150 the 21CO IDs 1440131 3789 if» tYA WA 1320 Me WA MOMS ' WA WA WA 2045101 26M Lbs 3394 am ANCHOR CAPACITY TABLE
4 Amha@ 0 l.31:Min.G.C,I U(2(p,nto.125'Adm.(rig.8} WA WA WA WA WA WA WA WA WA WA WA WA WA NIA 1430 Id6
BAna6G8 096'Mn.o,C,t Ul2ip,360.175'Alun.{Flp.ek WA WA WA WA WA W'A WA WA WA WA NIA NIA WA WA 2081 Ibs {-2000"-••1
2Amt-0 4.60•Mk,0.C!F4:Op 020,101: 3901Fs 391 me 454108 894lbs 1818. 270165 2801be 981135 740IW 37411. m fts 944 fbs 'iii ID• 442 lb* 060 me
4.050915 1.71'Mh.O.CI F4'Y'p fFW,til;
590lbs TOD Du 5031as 1298104 WA 141.0 470131 WA 533135 WA NJ4 WA 642135 8r3 we 1120860
NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES: �
FIGURE 1: FIGURE Z FIGURE 3; FIGURE 4: FIGURE 8: FIGURE 0:FIGURE 10: FIGtI}?E ll:
r • r • • • Y)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON
• LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
• 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHSISALLOWABLE
6NY LYIyNl.,��
.000" �,: yLCEN '•.���
• .• •
• • ♦ • • .• • • 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 DtMENStONAL RESTRICTIONS SHOWN ON _*t No 5$705
FIGURE 5: FIGURE6: FIGURE 7: SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. - /1 7.
ANGLE :elf?
• • • • • • • • CUP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS HOLLOW AND GROUT-FILLED -
• • •. • • • • • 0. S CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM GFIGURE -S0.WOOD SHALL BEPRESSURE-TREATED 4 ••. SATE �:•
MUSTBE YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 8083.76 AND BEA MINIMUM OF.125' ��' '• <ORID?.•'' ��"�`
• • • • r • • USED IN THICK.STEEL STUDS TOBEAMINIMUM GRADE 33AND.045•THICK(18GAUGE).STRUCTURAL STEEL TO yrs 70
••••- �G��
PAIRS. BEAT LEAST.125"THICK AND A36,ALLANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW •r X 5 X zs q'LHryaj)�f ��b�F2;�p E•
THREADS BEYOND THE MATERIAL.#10 ANCHOR$INTO WOOD MAYBE STEEL,16.8 S.S.OR 414 S.S. MULLION FL P.E.#58705
M
TABLE 14A an 4g
Mullen Capacity Table sift° •" X
Opening Widm(for lerlea*sporrillg muMens)or Opening Height(for hodmma*spamng mullions) d
So In 6o In 101n 80 in 901n 100 In 1201n 1401. 160 in $^ LLO
Re4targulaf TrepTrlag. Reetafl0dar lrap?dmg Reclm+9ular TraPTdafp. Radsf6la�4f TrvprTllma Radmguler TrapTnma. RDoOrgumr 7TalYTdarg. RecWrgula Trapl7Flmg. RaotwguWr TraWrrWrg. Rectan9ukr STaplMnp. o
1.26'•12.11" Inad1.a LnebirH Loadhg Loading Larchg Loailrg Loadlm I.mclrm L-dim LOadnq Loading Loadrta L4aolrg Loading Loading Lmdrg Loading Loading oC�
x.126"Alum ^ 21 a Z a s s� a a a 2
T 121i
Tube Mull
has a s s m a a
aL lis=' � _�
42 in 1442 526 1R70 428 120.2 528 14&9 419 1030 526 138.9 414 90.1 525 134.6 411 80.1 528 134.1 411 721 526 1341 411 6a1 525 134.1 411 51.5 We 1x.1 411 45.1 525 134.1 411 :C
46 in 966 403 10&0 333 Bas 403 947 327 68.0 403 56.4 320 60.4 403 61.4 31T 63,7 4W 78.1 315 483 403 Tfl6 314 40.7 403 78.5 314 34.6 403 79,6 314 30,2 4W 7&6 314 N
58ti25In 52.3 382 9t.0 301 68,9 362 78.3 296 588 362 71.9 289 51.5 382• 672 286 45.7 382 64.6 284 41.2 362 WB 203 94.3 392 W.6 2W 29.4 382 93.6 283 25.7 362 63.5 283 FN- o F
541. 67.6 310 T4.1 287 56.5 316 642 281 486 318 57.7 256 424 318 MIS 253 37.1 318 60.8 250 339 318 495 249 28.3 318 49.1 248 242 319 49.1 248 21.2 31(1 49.1 248 C 111 O
O (n
rc m M LEI
Csoh 49.5 255 531 219 41.2 218 457 214 35.3 256 40,7 210 30.0 258 37.2 207 27.5 268 34.9 204 2t7 256 334 2W 20.6 25B 322 201 11.7 258 322 2m 15.6 268 322 �1 -I F cp
Win 427 734 45.8 20D 35.8 730 331 795 30.5 234 34.7 192 7x7.7 230 31,6 1® 7l7 234 29.4 1B6 21.4 734 28.0 789 176 234 28.8 1W 15.3 234 26.5 iW 13.4 234 R,5 1W
861n, 372 213 f 31.0 213 337 179 20.5 213 29.8 176 23.2 213 27.0 173 2&B 213 26.1 170 136 213 217 169 15.5 213 22.2 167 13,3 2:3 220 166 11.5 213 220 168 2 fn d _
72 in
28.6 170 5 238 1T8 258 14 20.4 178 225 149 77.9 179 2353 I4T 16.9 ITB 18.7 145 w JE .e¢OTS in 243 161 0 20,3 tm 21.6 137 17.4 161 19.0 135 15.2 161 17.0 131 ou Z
78 N 225 162 3 18.8 152 19.9 131 161 162 176 128 Q O ~
C H �
TABLE 14B ANCHOR CAPACITY ADJUSTMENT FORMULA: F Q ' Z
Anchor Capeft Table bs ANCHORCAP.,,,,,,,,, a F X.. .,omp
sus 2711 Coleete 391Cmc. 11o8mv CMU Fuw CN3 PT Wood Naa (DP )=ANCHOR CAP.,,, rq 8 B
MW Elco 1rY se Oro SME Euo t/•1.69 EEo q/08ta1 pYt9fee( 612s1eP1 MULLION CAP."d.,na .r-
arcanType: 376'Elco Ulhxm 174'FhoUtracm 3I16'EXOUNaem U4'Elco Ultracm W LV
Anchor Clip Pallem5 unracm Aggleealor Ultram AgytG3or semi(G6)senor(c5) screw(cs) USE THIS FORMULA TO OBTAM THE`ANCHOR N Y `1
EOA gclaae(mt r 2nrr 1• 2-vz• 3-ve" r &tIY r 2-72" T 3-ve" T a4e' 0.54• 0.324- CAPACITY REQUIRED'CORRESPONDING TO AN 6 ( CO
Bnbealflmt 1314• 135!4 13�Y ta,'4" T 1-f/4- t-v4• 1+Ir4•- 1-v4• 1-11." 1.714- T 1-w tare• tales ACTUAL PRESSURE REQUIREMENT FORTHE t V C1 Q ?�
4Nx t-@rma LIC.I 215Angkttipsr t) 780161 780 ms 6801135 1�10s 18961135 3540 MOZ5 NU 7601m 745 an 5501m tt�im 692 an BB51m 143ow OPENING,WHEN IT IS LOWER THAN THE MULLION _ Q - z O O
CAPACITY(FROM THE TABLE)OF THE SELECTED d g x� to
MULLION.IT WILL YIELD A MINIMUM ANCHOR o lbs m�
CAPACITY WHICH MAY BE USED TO QUALIFY U 8 1 g
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE. PRODUCT REVISED
as comp)ying with the Florida
Du)IdtnD Code
NOA-No. 17.0630.01
Exphotton Date 05/26/2021
• i
•
By
TABLE NOTES:
Miom rednet Control �
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. 7'1~1-266"--1
FIGURE 1: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE I
3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. I fff
' HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.116'
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.
ANGLE CLIP MUST BE USED IN PAIRS. L .125• 1111 I I I t r r
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED
CONCRETE BLOCK UNIT(CMU)SHALLCONFORM TO ASTM C•90,WOOD SHALL BEPRESSURE-TREATED r ��� ��..•• '•'••./Lj�
YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BEAMINIMUM OF.12W i �'�;:'x(CENSF•'•�_C
THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 1.26'X 2.11"X.125 MULLION Q,•' ��
LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MULLION) *; No,58705
THE MATERIAL#10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S.
`��1TS7j�NAL
A.LYNNMIR,P.E.
FL P.E.#58705
I•
r
TABLE 15A ®�H �
N1ulkn CapaolEY Table(lbse) �
Opening Width(tor wilical"parving uliAors)or Opening Haight(for IvdzorfWVspatrdtg mUI1ons) W�w'
50 In 60 In To In BO in 90 h 1001n 120In 1401. 16D In
RaetaiXla 71xp1711m0. Reenvolar Tmp701ang. Rectengalm T)ap1dang. Reetanglar 7aPITHIM4 Re41mg lw TmPRd-N, RecWOW TmprMang. Rasta gully UsiY7Han0. Recu p�"r Tr4pl81ap. Redan011a nwrdmg.
3.25'30 9 Imdrp Lmdng Loadn9 100000 Loading Loaza L..4 i.oe4lne Londrp Lnadla9 Loealn8 loadln8 Loadir6 Loain9 LnaenO rnad'ag ImdnO pY y V
DEC,AL a
BAY PAU os a
LL B
s eggg yys6 �� yy g€ yi�$�T 9 g �@
d`ay 2G 3$ �� 8 f gra �6 1 d` 2� Z gi f dz� g g dr 2 f Z W
0
421n 170.0 620 170.0 435 170.0 744 1740 475 1740 wo 1170.0 506 170.0 992 170,0 819 170.0 7716 170.0 621 170.0 1240 170.0 521 1740 1409 170.0 621 170.0 1735 170.01 621 149.1 1740 170.0 121 0 J (
401n 170,0 706 170.0 524 170.0 650 170,0 581 1740 992 1 170.0 630 170.0 1133 170.0 661 170,0 1273 t70.0 a77 170.0 1417'1 1710 680 1522 1522 170,0 680 130.6 1622 170.0 See 1143 1572 1740 680 co
50.1526 In 170.0 747 170.0 683 170.0 E96 170.0' 631 1740 1046 1748 684 170.0 1195 170.0 773 1740 1345 170.0 747 1542 1443 170.0 756 1369 1443 110,0 756 117.3 1443 170.0 lad 1026 1443 170.0 Me LU o
5/h 170.0 797 170.0 812 170.0 656 170.0 691 17411 1116 170.0 764 170.0 1279 170.0 90 1644 1353 170.0 037 144.3 1353 170.0 856 1243 1353 170,0 661 i 50,1 1363 170.0 881 903 1333 1740 691 O W
00
60b 170.0 885 170.0 701 170,0 1383 170.0 797 167.0 1216 170.0 078 14&1 1218 170.0 844 12&9 1218 159.6 036 116.9 1218 15LI 924 97A 1218 146.1 913 63.5 1218 146.1 013 73.1 1210 146.1 913 1-- r tD Z
631. 170.0 030 170.0 745 170.0 We 170.0 850 160.2 1150 1689 833 131A 1150 163.0 014 11&6 1150 1419 898 105.1 1150 1342 889 879 1150 126.7 871 75.1 1150 1262 870 65.7 1166 1282 970 W
r�5 li0h 170.0 674 170.0 708 1524 1048 165.8 861 1348 1040 1489 864 114.3 1018 133.1 BW 101,8 1044 123:4 939 81.4 1048 11&6 830 762 1010 109.4 E21 65.3 1018 1002 010 57.1 1048 108.2 018 Z �$ m (�
e 72h 140.8 aW td.8 701 117A 660 126.0 748 100.6 080 1109 734 1&0 880 1m.0 722 783 880 820 712 70.4 880 882 750 58.7 880 792 893 50.3 980• 7&5 689 44.0 080 76A 888 ?& Z
S 78 h 119.7 790 1251 690132'aX.
109.4 676 05.5 790 03.3 683 74.8 790 Me e62 663 790 7&0 543 59.0 790 71.7 635 499 790 65.1 614 42.5. 790 621 619 37.4 750 61.5 617
78 h 110.8 753 11&5 557 98.1 644 79.1 750 05.9 632 692 750 77.1 621 819 750 70.6 812 65.4 760 45.7 60.1 463 76D 69.4 694 39.6 750 5&2 588 34.8' 750 65.5 589 Z h ¢ Q
90 In 721 563 74.4 500629 491 61.5 663 54.8 483 45.1 563 489)475 40.1 50 44A 466 30.1 550 448 442 309' 5w 362 452 25.8 6&1 33.3 445 273 aW S1.a 442 L Q m Z N r
b OD [o
98 h 59A 495 61,1 443 51.6 435 424 495 44.8 427 37.1 495 39.9 421 339 493 38.1 415 29.7 485 332 409 249 495 29.1 400 21.2 493 MG 3% 16.8 405 25.0 790 0. u) �� o O�O
login 41.7 '391 42.6 35335.0 348 29.8 391 31.1 342 26.1 391 27.6 337 232 391 24.9 333 20.0 391 220 328 17.4 391 19,7 321 14.9 391 17.8 315 n
Ili In 3a.4 370 392 335 33.0 330 27.5 370 289 32S 24.0 370 25.3 320 21.4 370 228 310 192 370 20.8 312 169 370 1..IT905 ® a W (?Y13 �
7
120h 344 317 30.0 289 29.0 264 21.7 317 22.5 280 19.0 317 1919 276 1&9 317 17.9 273 V acri Q O C0
1441n 17.6 22D 17.0 2030.'R z CD f;0
TABLE 15B ANCHOR CAPACITY ADJUSTMENT FORMULA: 0 oof x
Anchor Ca Ity Table Pbs) ANCHOR CAP.,®,,,,,
s.bctmt. 2.7kCarrel5 .105k C_ H.9-CAN Nigel CMU PTW00d Mace) (DP•„)X� =ANCHOR CAP.,,, PRODUCT REVISED
°U16•Elco 1/S 88 Ek0 Sr18•Eloo 114•SS Eb0 ale Stad 9312 Steel 012 Sled MULLION CAP.,,,,,,,,
Amllor typo 9116-ENO Ul9mun IWO-Ulbecan Uina. 311V El..t 11- 114•Elco Ulva AmmQaW Ummon A 0mt3 w Senw screw(O5) Bcakr(G5) USE THIS FORMULATO OBTAIN THE ANCHOR as complying with the Florida
Anchor Clip PatteRlB D (G� Bullding code
Edre D ata ue Mk 1• alrr I V I 2-VT 3.116 1. 2-12• 1 F2-1X' Z' 31re T 0.48• 0.54• 0.32.1• CAPACITY REQUIRED`CORRESPONDING TO AN NOA-Na 17-0630.01
Embeonad Mb 1x14' tau- 1.ry tau• 7 t-1rq• 1.114• 1-150 1.150 t-114° z Isle' 1,v8• sales ACTUAL PRESSURE REQUIREMENT FOR THE2 Analnm 49 S Miry O.C./(2)2M5 Angle Cepa l(F7¢.ib 380 ms 390 ars 4501ba age lbs 1700010 27016s 280lbs 354165 374105 72D1b5 946 ma 341 bs 4421bs 580 ma OPENING,WHENRIS LOWER TITAN THE MUWON ExPlraUon nate 05/2Ei/2021
4 Arcli m 2 3S M m O.C.f(2 2M5 Angle a)=!(Fig•2): 780 be 76D It. 780 lbs 1670 ea 2525 ba 540 bs S601bs N!A 748lb5 680 ms low 1ba 682155 885Ib, 112065 CAPACITY(FROM THE TABLE)OF THE SELECTED B8Antllom®271'Min.0.a!(2)2t5Altgie Iffig.3y it7J lbs 11231b5 D581be 2246 ua T2511hs N/A 6400. WA WA 13206s WA 102248 13270. 1600 a. MULLION.IT WILL YIELD MINIMUM ANCHOR Y
CAPACITY WHICH MAY BE USED TO QUALIFY MlamE-D�a Prouuct Control
ADDITIONAL ANCHOR OPTIONS FROM THE
FIGURE 1: 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.
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE i I i I I
FIGURE 2-- 111 171
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FORF7(ACI'DIMENSIONS,SEE SHEETS 21-23. .125
o o a HOLES TO BE DRILLF-D IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 30. `_�'. •LICENSE s!�
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. / Q-�' '•,(�
4)SUBSTRATES:CONCRE-E SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.2�• t,F; No.58705
FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90,WOOD SHALL BE PRESSURE-TREATED •,O *-
o a a YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SWILL BE 6063-T6 AND BEA MINIMUM OF.125°
THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045°THICK(18 GAUGE).STRUCTURAL STEEL TO BE 30°[9Av O S ATE f ��
LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREWTHREADS BEYOND MULLION - T ' A•
a THE MATERIAL#10 8#12 ANCHORS INTO WOOD MAYBE STEEL,1B-8 S.S.OR 410 S.S. �eTs, •.,<ORION
ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. /A.LYNNy�ER,P.E.
FL P.E.#58705
a,
TABLE
Mullion Capaorw Table bSV
Opening Width(forvedicah sparrirp mutons)or Opening Height(for Inhmrta*sparning m386ons)
50 In 6o In 101n 801n go in 100 In I 720h 140 In 16010 uw o
R"hingllar T7apill - RedagrW Trpnviar9. Rwfm9dar TmprMatg• Reden9dar TnW-ng. Redmgular TYalJTday. Radarrpder TrKarwng Rwtang" TrVM=g. F>ac wlar TmprNan9. Reder�dar Trapl0fen9, k
325"45 19ad0g L�dno Loadng Loading hada Lou" L.,T g L66ang Lnading Loodhq Loodn9 Inadng lnad� L.wdn9 Lmdng Loadne Lowing lmdlp sY sWx
DEG.AL z z2 v ao. 2a a 2c r r a a 2 x a r_ a a s m^ N
BAYMULL A` & eta U
� 71� �� �� g� 4.e & s �� �� U)
ds ; say s a � g � y Z
O W
42111 neo 6z9 170.4. 436 770.0 744 119.0 478 170.0 ase 110.0 See 170.8 W 170.0 519 non 1110 170.6 621 170.0 1240 174.6 521 179.0 1488 170.6 521 170.0 Ins 170.0 521 760.3 1671 neo 521 wtu
481n 1740 708 170.0 5-24 170.0 BW 1740 1 Set 170.0 292 170.0 630 170.0 1133 170.0 881 170.0 1275 170.0 677 770.0 1417 170.0 680 163.7 1637 170.0 680 140.3 1637 170.0 880 12U 1037 170.0 680 y S N
LL
5M625h 1740 747 170.0 $03 170.0 896 170.0 931 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 1740 1 747 170.0 1494 1740 756 147.1 1562 170.0 755 120.1 1552 170.0 756 110A 1552 170.0 766 W C3
541n 1740 707 170.0 612. 110.0 050 170.0 1791 170.0 17tH 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 637 1552 1455 1740 856 125.3 1455 170.0 681 110.8 1455 170,0 861 97.0 1455 170.0 881 J C,' W
601n 170.0 865 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 678 157.1 1399 170.0 944 1397 1309 170.0 998 125.7 1309 1835 804 1048 1308 157.1 ®2 89.6 1309 157.1 eel 78.5 1309 167.1 982 F- U Cr1
63111 1740 830 170.0 745 170.0 1118 170.0 850 1829 1247 110.0 940 1425 1247 164.5 963 1267 1247 1528 885 114.0 1247 144.3 952 95.0 1247 1382 038 B1.4 1247 135.7 935 71.3 1247 135.7 935 W ¢¢z
? yz m S
68111 so
170.0 07l 170.0 780 170.0 1169 170.0 903 14&4 1190 1637 005 129.9 1190 747.9 945 115A 1190 136.5 028 103.9 1190 12&4 014 8&6 1180 119.5 688 742 1180 116.1 603 64.9 1190 118.1 693 vi `-� J g sU
m
721, 1618 1010 169.6 677 134.7 1010 144.6 850 1154 1010 1272 342 101.0 1010 114.7 823 89.6 1010 IOSB 617 81.8 1010 BB.B 807 61.3 1070 908 795 67.7 1010. 87.0 780 50.5 1010 67.7 789 m Z3 S o Z
-4 76111 137.4 am me 782 1148 006 1220 775 98.1 008 107.1 Mt a.5.9 978 80.2 749 783 908 882 7311 88.7 SW 823 779 57.3 906 74.7 715 49.1 908 712 710 429 SOB 70.8 700 y ¢
m
.� 78 in 727.7 861 1325 754 1058 681 1125 738 90.6 881 98.8 725 881 66.5 713 70.8 661 81.0 703 63.8 831 754 894 53.0 851 68.1 681 45A 661 64.5 W5 393 861 53.7 672 z I.-
79.4 Q Q � 0
BDN 827 646 85.4 674 68.0 846 721 564 59.1 646 629 654 51.7 818 541 545 45.0 646 SU 537 41.4 616 47.0 530 3.5 648 415 518 295 848 382 511 25.9 646 36.5 W7 Q W Z
F W�
B6 h 682 688 70.7 508 65.8 59B 58.1 499 46.7 $06 51.4 491 426 566 45.6 443 37.8 568 41.4 478 34.1 566 38.1 470 28.4 668 33.4 459 24.3 We 30.5 452 21.3 588 28.7 447 Q.
108h 47.9 449 48.9 405 39.9 449 412 399 342 449 35.7 393 29.0 449 31.7 381 26.6 449 248 3� 73.8 438 Z&f 377 20.0 442 22.7 808 17.1 448 20.4 387 15.0 449 18.0 358 n rh o
r W C7
117 h 44.1 425 46.0 365 38.8 425 37.9 379 315 425 325 373 21.8 425 2a1 387 24.5 425 282 382 227 425 24.0 356 144 425 20.7 250 15.6 425 16.6 943 0.
120N 34.9 384 35.5 331 28.1' 354 29.0 320 248 3W 25.8 321 21.8 364 226 317 19.4 3% 20.5 313 178 385 167 309 U' U ��'• Q O O
144 h 202 251 20-1 233 1B.6 253 77.1 230 0.a Z m
TABLE 168 ANCHOR CAPACITY ADJUSTMENT FORMULA: cOi � o�� 3
Anchor Ca IN Table the ANCHOR CAP.,o,,,,,,
3ubsaala: 27k Ccmmte 3.Sk Cam. HPBa7(34U FlNad CMU prwnd Wal (DP-)Xr -ANCHOR CAP.,",
5'18'Gka v4`59Ek�5nB•Gee 1/d'BSEka tt105tael 81291ea1 tt12Sted `MULLIONCAP.,..,o, PRODUCT REVISED
Aratxxrypc: 3It6•Boo Ulwcm 114•Elm Ubaoon 3116'ElmUltr m 1W Ek4 Ulm Aaemrato• UOmaon A99mGotr soma(cs)scow(cs) su-(05) USE THIS FORMULA TO OBTAIN THE°ANCHOR as complying with the F'brida
Anchor Clip Patterns uI S a Bulldlog Code
Eep Llstence I= 1• 1 2-12' a
3-118• r 24 r 2.1m r 3-ve^ r Ei
0.324' CAPACITY REQUIRED'CORRESPONDING TO AN NOA-No. 17-0630.01
Embodmma 0nk 1-314.• 1•el4• r 7-174 141V t-v4• 1-v4.• t-174` ave• r 1e066 ACTUAL PRESSURE REQUIREMENT FOR THE
2Mob=05'Mia O.C.r(2)2x5 APDL CIPS I(FTO.IT 3B00s 390 D6 170-cm 2701bs 28015s 354 ms 740 @s' 374.ys 7201b9 9461bs s lbs OPEN LNG•WH EN IT IS LOWER THAN THE MULLION Expiration Date 05/2612021
4 Amlwa 0 35`Min O.C.f(2)20 Angle CIPS/(Flg•2X 780 6s 784.ms 1525 cs 51016s S60 tbs w9. 112016s 74816s BBO Ibs 3891 r0.5 1170 i6s CAPACITY(FROM THE TABLE)OF THE SELECTED
8 Antllom@271•tVik6 O.C./T2)35Angle Cops I(Fg•3T1120g4. 1120Ib9 U64t1s wA 640 n4. w9. 10591bs WA 1320166 Wn iW01bs MULLION.IT WILL YIELD A MINIMUM ANCHOR Miami-Da roduct control
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
FIGURE 1:
TABLE NOTES:
1)SEE SHEET 1 FOR INSTRUCTIONS AL 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.
3)MULLION AND.MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. \���31 NV LYNIy
HOLES TO BE DRILLED W THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. .125• -45`- aa..••••••••. M,
Ell
c e FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. -� 1ICEN`gF •'C�
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLEU 3250• _*: Na.58705
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 6063-TS AND BEA MINIMUM OF.125•
THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.0451 THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 45°BAY T ; (V�-
LEAST.125`THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MUWON •. TATE F
THE MATERIAL.#10 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 5.5. ��Ccsl• :c�OR70?L••' ���`
ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. /77//s/�NqqL
A LYNN MI4 P.E.
FL P.E.#58705
In
1".
1.000- 1.000- 1;; ;
A25" 25' 1;--
2.150' .125' 3.188` Sx
AW 12V 3.12SV'
ZODIr 2-.00W(r .125' W
2,116' IN
126* a6S .265' I". a (n I-S
L .375" 50,0 z .04
376' .6W t
2-, a_ UJ
I W 0
-T -T 19WIT M -j
1'X2'X.125`MULUONTX2.75'X.650'MUWON 1'X3.125'X,6"MULLION I.2SX3AS8'X.265MULLIONM In
8033-TOALUM 606376 ALUM. 8063-T6 ALUM. 6063-T6 2.11'X.125 MULLION 14
X-SECTION X-SECTION X-SECTION 6063-T6ALUM. 606376 ALUM. 6063-T6 ALUM. 6063-1`6 ALUM. <
X-SECTION X-SECTION X-SECTION X-SECTIONR W im
z
.126' 0
J---A25'
Z
I STANDARD CUP I TABLE A d d
2X5ANGLE CUP LU�
2000, 6063-TOALUK 0063-TO ALUM. Dimension Value on)I:F*r Mullion:
X-SECTfON1 2.126'
U-CUP 2.GW X-SECTION NO
6083-TO ALUM. A -1.625 1 S.
V X7 X.12
Aluminum
X-SECTION 125' B 2.654
Aluminum
" 'I
C 0,895 '1 " 2 0 g
I t Tube Mullion z z
11 .125* D 0.740 1
740- A 1,125 n U)Ln
z
5.500, 8 2.404 I'XZ X.37W 0
CU`rHFRET0 Z75* Aluminum N�
.376' 3.125----------i IN. 5.00T C 0�6m 0 ZI
CREATEF-CUP,SEE FM . TW)e Mullion
MIN, I DETAIL F.5 HEET 4 .376"MIN, D, 0.490
IN. A 1.876 IL gg
---------
r -9)
0
A t U-CLIP A ------- 8 3.WO
6063,T6 ALUM. ---1z-------------- 2X5 ANGLE CLIP C O.T57 37SAJuminuff
TOPVIEW Tabs Mullion
0063-To ALUM. D tm PRODUCT REVISED
TOPMEW as
STANDARD CLIP pamplrn
with the Florida
606346 ALU CENTER OFANCHOR HOLE MUST LIE WITHIN THE A 1.312 I"X2.751 X Building ode
T"OF
M. DASHED BOUNDARY.SEE SHEETS r,18 FOR THE -
ENTER OF ANCHOR HOLE MUST UE TOPVIEW CENTER OF ANCHOR NUA-No. 17-0630.01
C H, ANCHOR D.C.DISTANCE.MAXIMUM ANCHOR B 3.000 BW
WITHIN THE DASHED BOUNDARY.SEE HOLE MOST LIE
SHEETS 5-17 FOR THE ANCHOR O.C. WITHIN THE DASHED HOLE DIAMETER:ANCHOR DIAMETER+itie, c 0.476 Aluminum Pxplrati-a Date,05/26/2021
DISTANCE.MAXIMUM ANCHOR HOLE BOUNDARY.SEE D Tube Mullion By
71 1
DIAMETER:ANCHOR DIAMETER-I/fe. SHEETS 617 FOR THE 0836
ANCHOR 0 C. TABLE B A 2000 ..a- -.111-11 Control
DISTANCE, PGT Part 4; "X3.125"X
5.500" ANCHOR HOLE Mull Dimension sheet
.&W Alum
.3761 DIAMETER.,ANCHOR C 0.853
MIM DIAMETER+1110'. Mullion Std.Clip ofttclip =p tee LCUP D 1.137 Tube Mug
MIN I"X Z'X.125'(5) 66605 S66113M 66011 IBM 666243M 666511M I
A 2.625
----- ------- ----------- 1-XZ'X.375-(6) 665006 6b5114M GMIIJSM W524Q 6SM12M0 3
125'X3.188'J125'X3.188'1
I-X2.75-X.375-(7) W607 M115M 6MI120M W6246M 666513M0.262
C iR X.2X,265'Alum
Tube Mull
VX2.75"X.660" ) 66M W616M W61121M SS624SM GMS14M D 1,762 0,
1 LYIvAl
T'X 125"X500"({9). 65637M 66611 116M 6661114M I 660242M 66016M 1.26"X2.11'-X 0
A
t813 .121'Alum 1.26'X3.188"X.266' OCENSj,
------- (12)1 66641M 16661MM16661113MI 666 im 666516M Tube Mull
I-2S`X2,I1'X.I25"(1B)_L693*10 I NIA .1 N/A I WA 666517M No.58705
OFFSET CLIP -NOTES:
125" C 6063-TSPLUM. �6,
'C)"
TOPVIEW
I j HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RTRICTIONS GIVEN ON THIS SHEET.
7:,
"ZORION
2)SEE SHEETS 5-9,12&18 FOR SUGGESTED.APPROXIMATE tiOLSLOCATIONS&ANCHOR DISTANCE. .............. 'Z'
3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS,
L P. 8705
1.062"1 N
Tao^
.063° .385° E 1E
.062' I •}�{ .125
o6r'
4.000438° i .125•STANDARDCLIP I I sx.
4.000° 4.000" 2.62" 2.000' 11063-T6 ALUM. I 2.125" 2.�0^ 2X5ANGLECUP G.'
X-SECTION U-CUP 6003-TB ALUM.
,125' 1 I 6063.76 ALUM. XSECTION ,125 N
.125" X-SECTION fs L)
.126° .125' 7� Z t F-
.031" .125"J O LU
CENTER OF ANCHOR OLE MUST LIE WITHIN THE J N
.125 165" DASHED BOUNDARY.SEE SHEETS 10.20 FORTHE V)
375° .375° ANCHOR DO.DISTANCF-OLE DIAMETER:ANCHOR IDAMIMUETER 11/68 LU
11J m
1'X4'X.126°� 1"X4"X.37S 1°X 4'X.376" 6,600' 07 Z M /n
MULLION MULLION T-MULLION CUT HERE TO 5.000' 375' �
6063-To ALUM. 8063-T6 ALUM. 6063-T6 ALUM. 375° 3.125{_CREATE FLIP,SEE '375' MIN. Z
X-SECTION XSECTION XSECTION DETALF,SHEET4
MIN. ! z W s.
375° Z m =
il.1250
1.594" 1250' r--------I I r-------� CENTER OF r--------- -----------� .376° 18 0
I I I I I ANCHOR HOLE 1 •I MIN, O� O
MUSTUEWITHIN5 Z
THE DASHEDBOUNDARY.SEE I U
I I F SHEETS 10.176 ___ _- FOR 111E F L Q. .02.675 i I I -� T-------_IFANCHOR O.C. I I !O 'aca m0
j IIIIDISTANCE I I Z
3, 3.94' MAXIMUMI I I W O 3.2550" I I I I I ANCOR HOLE 1 ! It JC/] CnDIAMETER: I I H.1ANCHOR I.______________ J U O QDIAMETER-111 0 N° .624° 2X5 ANGLE CUP m.820° 624' t STANDARD CLIP U-CLT" 6063-T6 ALUM. of
CENTER OF ANCHOR HOLE MUST LIE 6053-T6 ALUM. 6083-T6 ALUM. TOPVIEW1.250" � .820• TOPVIEW TOPVIEW
WITHIN THE DASHED BOUNDARY.SEE PRODUCT REVISED
US'X 3.25'X.100' 126'X 326"X,624" 1 25'X 3.94'X.624° SHEETS 10.17 FOR THE ANCHOR O.C. TABLE C TABLE C,CONT. as com liyingg with the Florida
MULLION MULLION MULLION DISTANCE.MAXIMUM ANCHOR HOLE Olmenalon Value(in)Far Mullion: Dimension Value(in) For Mullion: building Codo
6006-75 ALUM. 6005-T6ALUM BOOSTb ALUM. DIAMETER:ANCHORDIAMETER+1/161. F 3.687 1' (4'X F 1.838 1.2 X3.25' NOA-No. 17-0630.01
X-SECTION X-SECTION XSECTION
G 1.000 .12Y G 0.600 X.824' o Expiration Dale 05126/2021
H 2680 Almlmtm H 1.438 Aluminum
�--�-3.465" 6.500 1 3.000 Tube Mullion 1 3.250 Tube Mullion,
1.377'-A .25
Q117r' .375" 375' F 3.167 1.371? F 2825 7.25'X3.84"1.3T7°� 25 MPI. G 0.757 .375 G 1.125 X.824'
H 2.430 Aluminum H 1.Soo Aluminum
1 3.000 Tube&"N ! 3250 Tube MulOenF 2.250125'X3.25' F 2.813 30'Ba MuilG 0.760 X.100" F 2.875 45Ba Muli
.125 ,1252.250' 1 i I i i I H 1.500 LbeKAlurninum
! 3.250 TubeMWron3.260^ I I ! ! TABLEDW `45'BAY Mj I ` j 30'BAY MULLION 6063-TB Mull Dimen�lonPGTParta 6003-TB ALUM. I X-SEC (.beet#) Mullion Std.Clip Otf-t Clip U-Clip Angle ClipX-SECTION V X4'X.126°(10) 69364 666111! 6661122M 868241! M-616M z 'J G OFFSET CLIP No.58705
I .126' 6083-TB ALUM 1'X41 X.375•(11) 68610 686112! 6661123! 686242! 666519!
•226" x-.981"� TD�^�^' 1'X41 X.376'"i'(11) 66883 668112M W81123M 666242M 66851BM a -
.226" .740° .
NOTES: Q 1.25'X3,26'X.100'(13) 20180720312 6661127! 6681124! 66624fOM 8665115! o � 6
1.26'X3,25'X.624'(14) 20161=316 6661126M 6661125M 8682111! 6665116M � �Off'•, ST 7EV7� 14��
1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIV N ON THIS SHEET. 1.25°Xa94'X.624'(15) 20162 6681117M 6661126! 666241M BM17M L' :l�S''•:c�ORIDP.•''G\=�`
2)SEE SHEETS 10,11,13-15,19&20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS, 30 Degree(19) 66649 WA WA WA 6685110M '7,S�ONAL�N```��
45 Degree(20) 66650 WA WA WA 6685111 M y 7 t 7 L1 1 1111
3)SEE:SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. a A.LYNN M�LLER,P.E.
P) FL P.E.#58705
J,
G .
TABLE E ®h 8
MDII Dimension PGT Part#
i
(shoot#) MDlllon Std.Clip U Clip Angle Clip
2'X4"X.25^(16)' 65602 666261M 666271M 6685112M Ir o
STPNDARDCU 1 U-CLIP I 2XS ANGLE CLIP ox y
2"X 6"X.25"(17) 68604 666262M 666272M 6605113M 6063-76 ALUM. I 6063-T6 ALUM. f 606346 ALUM. .
2.000" X-SECTION 2.125' XSECTION 2,000" X-SECTION r`
LO
NOTES: N
1 .125 m s U
1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING •12� 125'
DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. Ozi
W
2)SEE SHEETS 16-17 FOR SUGGESTED,APPROXIMATE
-^1.490"-•'•� N JI W
HOLE LOCATIONS. 1.400'
3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. J cf)
5.500" U o
CUTHERETO 5.000' 375" L1 W V) oo
3.500"��''� CREATE F•CUP, It m
2000' Lu
.375' Y �-SEE DETAIL F. •375' rt .375° MIN. F: O (0 O
MIN. SHEET4 MW O, Z
-- --------------------
r--- -------� -- T- l 3 Z{ W z %'
------ _
I I I 1 I w �m $ nV
Q ak 6�1z
4.000" i L--------1 ,-
-I-- --- --;- 3.438' f: + 3.438' i ; z U Q N rn
250' 2'X 4'X.25' I I- '-
1 I 3.438" 1 1 O Q z.. 00 1p
MULLION I 1 1 I n. T j Q O o0
606SECALUM. I I i I ; 3 N. O m o
L n z
MIN. _ _
X L---------------------J S W O Y Y
L- ______ ---I--- --__ - j i�
_-.J
(]' J
/ L- STANDARD CLP U•CLIP,6oB3•T6AWM. 2X5 ANGLE CLIP •Q..� z O 0
I` / CENTER OF ANCHOR HOLE MUST LIE 6063•T6 ALUM SED FOR 2"X 4-MULLION,SHEET 16 CENTER OF ANCHOR HOLE MUST LIE 8063.76 ALUM. d 4R c 9lp (p
I .250' WITHIN THE DASHED BOUNDARY.SEE TOPVIEW `- TOPVIEW WRHINTHE DASHED BOUNDARY.SEE TOPVIEW ❑, -I 0,0
SHEETS 16-17 FORTHEANCHOR O.C. SHEETS I6-17 FORMANCH THE RHOR OS Es�m�
DISTANCE MAXIMUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST LIE DISTANCE MAXIMUM ANCHOR HOLE F o m �� �
DIAMETER.ANCHOR DIAMETER-IMM WR'HW THE DASHED BOUNDARY.SEE DIAMETER ANCHOR DIAMETER+1118'.
SHEETS 16-11 FORTHEANCHORO.C.. PRODUCT REVISED
-6.500" DISTANCE MAXIMUM ANCHOR HOLE 0 compl9ying with the Florida
CUT HERE TO DIAMETER:ANCHOR DIAMETER+1/16". Building Codo
2000' 3.500"--�{ CREATE F-CUP, 6.000' NpA..ryo, 17-0630.01
.375° I SEF.DETAILF. MIN, �_T 375' Expiration Dat 5/26/2021
MW r-SHEET4 MIN. rY MIN. l
.375' By
---
------- '� iam a uc4 ontm
I I I I I 1
I I I I I
I
1 -I_ 4.688' +--------I
6.000' -I-- T- - I ¢ Y.-' 5.438' 1
.250" i I 5.438'
1 I i 5.438' �
f
2"X0'X2S
MULLION6705
1 I I I '•�
0083-T8 ALUM. I - No.5
XSECTIONI 1 I .375' *_
L_____-_-- ---- -
1 I I I
IL
� MIN.
`-------- --- -- ------ �
�0�. sr 0
.
STANDARD CLIP ' '••F�ORIDP•.
U-CUP 2X5 ANGLECU? �j G
.250° 6063-TO ALUM. 6063-TB ALUM. 6063.79AWM. '��5� N��\
TOPVIEW USED FOR 2'X 6'MULLION.SHEET 17 TOPVIEW X11 OW M1121!
IEi11�
TOPVIEW A.LYl�lly MILLER,P.E.
FL P.E.#55705
G
EXAMPLE 1:SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES.THE WINDOW FRAME DEPTH 182-1W.THE OPENING REQUIRES A DESIGN PRESSURE OF+60.0t.0.0 PSF.
NO ANCHORS IN HEAD 1)INITIALLY ASSUMING THATA I-WIDE MULLION IS SUTASLETHP MULLION LENOT.-i IS 72-AND THE OPENING WIDTH IS 32+32+1-=65.RIEFERENCINGSHEET 25,THE COLUMN USING
RECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-114'AND WILL MEET OR EXCEED THE REQUIRED
Ee
E
T
TA La
ILS
E
)a
.nSHEM
2,3
L DESIGN PRESSURE OF+6%Oj-&O.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE
",-SEE FROM TABLE 3A SHEET 7,THE I'X2.76-X,3?S'MULLION(LENGTH-72",OPENING =70")MEM THE DEPTH REQUIRE WEVE
FENESTRATION D,HO RTHE DESIGN PRESSURE IS+/-583 PSF AND WOULD
PRODUCTS NOT BE SUITABLE FOR THIS APPLICATION. a.
APPRCVALR
FROM TABLE 4A SHEET 8,THE I'X 2.75*X.155W MULLION{LENGTH-72*,OPENING WIDTH-70*)HAS A DESIGN PRESSURE OF-/-72.7 PSF WHICH a;E
OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS.MUtttDN
EXCEEDS THE REQUIREMEN7.-S FOR THE
LEI,IGTH TYPEREQUIREDFOR THE WOOD SUBSTRATE,BOTH THE STANDARD CUP WITH(4)#12 ANCHORS AND THE 2X5
2)USE TABLE 4B TO FIND THE ANCHOR TYPE,ANCHOR QUA1,4TITY AND CLIP TYP
pl,
F UI
9 ANGLE CUPS WITH(4)#12 ANCHORS HAVE ACAFACITY OF 885 LOS.THOUGH EITHER ONE COULD BE USED,THE STANDARD CLIP IS EASIER To INSTALL. ca
DETAJLS.
-4)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL 3:
0
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
SIC2-3 110
INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. D V)
ae
IN TH•IS EXA&PLE,THE DESIGN PRESSURE REQUIRED WAS-1-60.0 PSF.THE OVERALL MULLION SYSTEM WAS DETERMINEDTO BE 72-7 PSF WITH AN ANCHOR CAPACITYOF 6361B5.ALTERNATIVELY, LLI 0
NOANCHORS IN WINDOW SIL! THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF; DO o
32* 32.
( 6-316 LOS
.
WD-m (,. OPENING WmM 60PSF)X _7
524.91-93 (MAY OC USED TO QUALIFY#10 STEEL SCREWS FROM TABLE 48)
Z
PSF
z A
THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMES AND USES A CONCRETE HEADER AND SILL THE WINDOW FRAME DEPTH IS 2-m'.THE OPENING REQUIRES A .2
DESIGN PRESSURE OF+50.01-55.0 PSF. 0
z
FOR THE VERTICAL MULLJON: <
1)INITIALLY ASSUMING THAT A I-WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 32'+72'+V-I 05-AND THE OPENING WIDTH IS 3S'-36"+1'-73".REFERENCING SHEET 25, z
THE COLUMN USING RECTANGULAR LOADING SHALL BE USED,SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-WAND WILL
EXAMPLE 2MULTIPLE MULLIONS MEE'rORFXCSEDTHEREQU:RED DESIGN PRESSURE OF+50.0/45.0 PSF.IFTHETABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. LIj S
MULLWIDTH 13
SEE DETAILS, FROM TABLE 3A,SHEET T.THE I'X 2.75'X.315MULLION(LENGTH-108*,OPENING WIDTH-801 MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+.LIS.l PSP UJ 0.
-Sw-aS24
'AND WOULDNOT BE SUITABLE FOR THIS APPLICATION. V)
FROM TABLE 12A,SHEET 16,THE 2'X 4'X.250-MULLION(LENGTH=108",OPENING WIDTH-80')HAS DESIGN PRESSURE OF+/.643 PSF WHICH EXCEEDS THE REQUIREMENTS
FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THEANICHOR CAPACITY REQUIRED OF 971 LOS. J10 0
O) .
DETAILS BECAUSE ITIS NOW KNOWN THAT THE MULLION WILL ADD 2*70THS WIDTH OFTHE MULLED UN17,THEADJUSTED OPENING WIDTH IS 36'+36-+2'44.NOTn-ASPREVIOUSLY
P9RE1VA--! J� SH32E'41ErS ASSUMED.VERIFYTHAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING.ALTERNAXIVELY.THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN
THE 73-DIMENSION(35-1/2-+35-1/2-+2�-73). PRODUCT REVISED
as!?Ompw:tf with tho Florida
2)USE TABLE 128 TO FIND THE ANCHOR TYPE.ANCHOR QUANTITY AND CUP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE.IN THIS EXAMPLE,ASSUME THE POURED Building
UrRfICAL CONCRETE HEADER AND SILL ARE S'WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8.CARE MUST BE TAKENTO MAINTAIN THE FASTENERS EDGE DISTANCE. NOA-N*
MULLION 0 LOS WHICH 13 GREATER USING STANDARD CLIP WITH(6)3/16'ULTRACON ANCHORS DISTANCE 2-1/2-GIVES AN CAPACITY Cr Jos ,AND Expimtl-n Out.a5/26/2a21
LENGTH SEE, I —
a DErALS. DETAIL E. THEREFORE SUITABLE,FOR 11 Ir-REQUIRED ANCHOR CAPACITY IIF 971 LES.
OPENING SHEETS 24 SHEET3 FOR THE HORIZONTALMULUONS:
HEIGH,
FOR 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 w m
MHOFiIION MULLION TYPE COULD BE CHOSEN.
1)THE MULLION LENGTH IS 38"AND THE OPENING HEIGHT IS 32"+72"+2"=106.REFERENCING SHEET 25,THE COLUMN USING TRAPEZOIDAUTRIANGLLAR LOADING MAYBE
USED.FROMTABLE 12A,SHEET 16,THE 2"X4"X.250'MULLION(@ LENGTH=42',OPENING HEIGHT-120*1 HAS A DESIGN PRESSURE OF+1-170.0 PSF WHICH EXCEEDS THE re
SEE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 621 LBS.
DETAILS, 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CUP TYPE REQUIRED FOR THE CMU SUBSTRATE,IN THIS EXAMPLE,ASSUME THE CMU JAMES ARE 8' d
SHEETS WIDE.IF THE MULLION CUP WERE To BE CENTERED WITHIN THE 87,CARE MU23 ST BE TAKEN TO MAINTAIN TIE FASTENERS EDGE DISTANCE.USING THE 2X5 ANGLE CUPS WITH
(ANCHOR ULTRCAPACITYACON OF 52ANCHORS AT AN EDGE D'STANCE OF 1-GIVES AN ANCHOR CAPACITY OF 640 LBS WHICH 13 GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED r 1 LOS.
LMA,
36'.HORIZ. u,
Ni
TH MULL LENGTH 4)FOR THE U-CLIP THEHORIZONTAL MULL ION TO VERTICAL MULUON,USE THE SAME ANCHOR CAPACITY OF 521 LOS.TABLE 12B FOR THE U-CUP SHOWS THE ANCHOR
CAPACITY IS 1074 LOS WHEN USING 3 ANCHORS,WHICH IS GREATER,AND THEREFORE SUITABLEJORTHE REQUIREIDANCHOR CAPACITY RCQUIREMerrOF
L-OPeNINr WIDTH FOR VERTICALMULL ANCHOR TYPE IS A#12 STEEL SCREW. 521 LOS.THE
No.Ss70.5*
FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS; (9 Z
-/-04.7 PSF FROM THE VERTICAL MULLION;
+/-170.0 PSF FROM THE 36'HORIZONTAL MULLION ATTACHING TO CMU; z
+/-170.0 PSF FROM THE 36"HORIZONTAL MULLION ATTACHING TO THE VERTICALMULLION(INTERSECTION).
THE LOWEST DESIGN PRESSURE IS+JL64.7 PSF AND TE
VvOqLD APPLY TOAL-OF THE MULLIONS
PRODUCTS,WILL APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION P S ESTRATION
VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WTH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE.OF MULLION Oft 0 ONAL
PRODUCT BE INSTALLED IN F I
ACCORDANCE WITH THE INSTALLATION SPECIRCATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. 0.0. A.M06AL '\pz.
FL P.E.#58705
l
EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDAL)TRIANGULAR LOADING: N
I ss
PW LPW x^ o
PW S
/ f fAL- i s°x
17 / N
SHIDH SHIDH SHIDH SHIDH PW PW o 0) _ U
LI Q ILI
w
l
E�jC,
LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION LU
SILL,OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS j (lt
l HINGED i— CIDZ
I DOOR U Q
SOD ? Z eU
PLV j LOADING OF VERTICAL MULLION w LU sU
'01- LOADING OF HORIZONTAL MULLION —=i
LOADING OF HORIZONTAL MULLION = Q ` h
PW a
Z `Q N W
I
I F 1XQy Y PW _. _ a �ga gp
PW � PIN
I
in
SHIDH SHIDH
II
jH SHIDH I iU O Q
-LF � avii cin
l I j f 1 f SHIDH
j/ PRODUCT REVISED
LOADING OF VERTICAL MULLION LOADING OF HORZONTAL MULLJON i j / % ! 1 as complying with the Florida
SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICALMULLION ! /J Building Cado
r PW PW HR / HOA-No. 17-0630.01
Expiration Date 05/26/2021
LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL BY��f
I MULLION
MiosKt� Prod C ntra!
PIA
HINGED I _`
nf)OR PW PW j NOTES:
I
t)DRAWINGS ARE
I RERESENTATIONS OF TYPICAL
PW CONFIGURATIONS.
FW CONFIGURATIONS NOT SHOWN
MAY BE EXTRAPOLATED FROM
/� j/ THOSESHOWN.
rpl
2)IF THE LOADING TYPE CANNOT
I BE DETERMINED.USEPw
'77
��� a,. •••^•.,/L/ '/r,
PW PW
i RECTANGULAR LOADING. `.� �:-4tCENgE• ����I
3)SEE PRODUCT&APPROVAL FOR *O' U0.58705
! ACTUAL ANCHOR LOCATIONS,,
LOADING OF NOT
CAL APMULLION
LOADINGOrGHORIVERTICHORIZONTAL
{ ,
PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS �
Sr
:.,IXORII) \�
LOADING OF VERTICAL LOADING OF HORIZONTAL
MULLION MULLION A.LIN lLEE'�,P.E.
..._....• — FL P.E.#58705
'1