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<br /> TABLE 1�A ��� � '
<br /> Mullion CepaUtyTa6b p6•Rt�) `�, ,� '?
<br /> Openin�Vddth(farveNceOyspenningml9liofs)arOpanln9Naight(PorhurimNeOyspenni�gmJfbis} ��� �
<br /> 5p b fi0�n 701n W in �m 1D6 in 1201n UO ln 1601n �
<br /> .� O
<br /> 126%716 �0°9�'r Tiayfrhng. RactarpWa� hnpRrmnO. Reclengular Tm{Jfitan9. Rocb�gula� Trep�fdang. RetlenpWar TroPRdanp. Ractan9ulor Trtpl�rlm0. P+dangulai Tnp/INanA. Raatmigula� TreplTdang- Rnetart9�or hap71¢rp. k' � �
<br /> X.B26 Loedinp lmding Loa6ng LoaAn9 Loading Loemnp LoeAng lacdnB Loe&i0 Wading Laodmg LaadNg Loadln9 Loudin9 LovdlnB Loadmg Lnedinq LaNInB .S� p ,
<br /> Alum-7Lba .� 2.. � � s .. fi a.., � w... � �.-, F E q .� .E� .� .�'m x ,�� .g a � ,3�... .�' .�; .8 .'�.. .� �., � 9.. p .. �9 � � �
<br /> MuWon ar a °s� m 6� o �s � A� m �€ � �� � �� s .� � �.� a ��. � �$ � �� � �� s m� sa a �<� � �� c�
<br /> " �ia i� ua o 0 0 0 o S �a9 aa o u"a c� n� ci ia$ S .�� og s U
<br /> m�' �y �'� s�. _'� �� �'� �� s`� �e �'� �� _'�' �� _`� �a �� =s �� €`�. _� �� �'k P� "�' �� e'�a s� �'� �� s`� �o �'� �� "'� �P o u� ��� w
<br /> $2 e`c ��, d`a' i�. d`aa �� d`� ��. Ea �a �m" f� a`� �@ d`e s"� d`z �@ �& ��. ¢� f@. �� �� d`� s'�. Erc f8 �� s�°. ¢�`z' f€ �e" �@ d`'s" � � W
<br /> 421n 170.0 67f1 170.0 435 170.0 741 170.0 dTB 170.e e� �70.0 506 ��0.0 BeR 1T0.0 619 1740 1716 110.0 621 170.0 12/0 170.a 621 170.0 1488 17Q0 611 1T0.� 1736 170.0 6P1, 170.0 19�i 170.0 521 � J �
<br /> �
<br /> dBln 17G.0 TOB 170.0 524 170.0 �0 �70.0 684 170.0 971 170.0 63a 170.0 1137 170.0 6fi1 7To.0 1215 17d0 87T 11U.0 1{17 17D.0 A80 170.0 1700 170.0 6B0 169.7 1979 170.0 680 1/B.6 1� 77U.0 fi80 � � � '�
<br /> 50.625In 170.0 747 170.0 663 170.0 896 770d 631 90.0 1016 170.0 fiB4 170.0 1195 170.0 773 170.0 1743 17LL0 717 170.0 1494 t10.o T55 170.0 1793 iTQO 756 152fi 7877 1IQ0 756 17i.6 1971 170.0 758 � � ��° �
<br /> S11n 770.0 741 170.0 812 170.0 966 iTOA 691 170 0 1116 170.0 76{ t)OA L2T5 1T0.0 803 170.0 1434 170.a B37 170.0 1594 170.0 856 156A 1769 17d0 A6S 134.7 1T69 17Q0 Bfi1 717.9 1159 770.0 BB1 �-�, m O (�
<br /> 6UIn 470.0 BBS 170.0 701 770.0 1067 170.0 797 7T0� 1240 1TUA 87A 170A t41T 1T0.0 994 161.1 16t1 770.0 996 145.0 1i11 170.0 1033 170.8 1511 fl40 1063 703.6 1511 1TU.0 f063 90.6 1511 170.0 f063 � F � � �
<br /> 6lin 170.0 93a 170.0 T46 1740 1118 R�.O 850 170.0 1302 170.0 S40 156.6 137p 170.0 10�6 1391 1370 170.0 W76 i25.3 1370 16d.0 tOBR 10dA 137� 155.9 1072 B9.6 1370 1559 1070 79.] 1170 165.7 1P70 �
<br /> Z
<br /> m 661n 170.0 9Td I70.0 TB9 170,0 1769 17G.0 SP! 155.6 7?QB 170.0 1402 5361 1248 168.6 1873 121.7 1248 141.1 100A tOB.9 12AB 139.0 9B9 A1.B 1Td8 130.� 979 77.8 f2d9 129.G 876 fiB.i 1218 729.0 876 = 7 � m =
<br /> m
<br /> � T71n 1B7.8 1� 170.0 B78 179.9 in49 160.t B92 119.9 1049 7321 8T5 104;9 144@ 779.1 B6U 939 1079 70A7 B4B 83.9 7069 102.7 B7B 89.8 1049 44.3 826 69.9 1049 91.2 B10 6RA 1679 9�.1 820 W � �� �V
<br /> 0 761n id2,7 SO7 W9.1 927 1ie.9 9d1 1Yfi.B 876 701,9 Bft 717] 791 99.2 9h 100.0 TT! T9.3 941 81.7 7fi6 71A 9�1 85.6 T67 69.6 941 77.fi 744 51.0 911 TE.O TiT N.B 4Ef TJ.3 7J6 � J �� �Z
<br /> 9 7BIn 774 0 B9d 137.8 7W 11LL0 B9d 11c8 7G1 91.3 A9C 1024 753 826 991 97.9 74L 7J.] B94 bC.t 730 66.0 89E 79.3 721 55.0 B9d 7u.7 7U7 CT.1 &41 E7.0 T01 47.9 89/ 60.1 69B = Q ,a, �
<br /> 901n 85.8 671 A0.7 96 77.5 677 71.9 586 67A 67f 65.7 4, 63.7 691 58.1 6fi6 47] 6T1 62.9 558 �7.0 671 dB.A 651 35.8 671 13.1 639 707 871 79.7 531 7fi.9 671 3T.9 626 = � � ¢ N �
<br /> 961n TO.B fi90 T2.B 577 59.0 690 61.4 67B 50.6 fi90 53A W9 Id.3 fi80 47.6 602 347 590 47A 4B4 3i� 690 395 4¢B 79.6 690 36.7 477 25.9 690 �1.6 489 7t.7 690 29,e dfd � � X � � �
<br /> 1901n 19.7 d6fi 50.8 421 41.4 466 12.0 414 75S 498 37.1 4aB 31.1 �efi 329 402 2T.6 4fifi 79.7 396 24.9 1G6 27.1 3B1 20.7 466 7]•6 382 17.8 4fi6 R7.R 776 16.5 d6B 19.6 7/0 a � N� '�ga O�O
<br /> 1111n 45.8 441 4G.7 400 381 441 34] 997 32.7 M1 34.1 7A7 28.6 t41 30.3 3� 26.� 4lt 273 376 719 Q41 26.9 372 131 L17 17.5 367 16.� 411 143 356 41.3 4-01 1T.8 751 � (+j
<br /> W
<br /> 1EOIn 76.3 378 36.9 344 302 37B 71.0 379 T6.9 378 Y6.B ]34 721 378 23.7 3q9 R0,1 3T8 21.3 3P3 18.1 37B 195 311 16.7 3T8 18.7 31l � � x � �
<br /> b
<br /> 146In 21.0 ZGY Y12 ?A2 17.6 462 17.8 239 16.0 262 15.3 230 � V N a O O
<br /> TABLE 10B a�� Z�� �
<br /> � �s m0 s0
<br /> MehorcapetllyTeble(I6e) ANCHORCAPACfCYA�JUSTMENTFORMUUI; � .-� � Q.'��
<br /> Sl�trsis 271c�otcrttn 96kCalC. MtlImvWU FIIIeECMu FTWmO M¢�� � ANCHORCAP.,,,,,,,,,,, ❑ �¢�
<br /> (� )X( )=ANCHOR CAP.,,�,
<br /> y�cFco va^sseco d�eei�o vessaco e�as�ea mzs��i mzs� MULLIONCAP„�,,.,,, pRODUCT REVISED
<br /> Ane�alype: 3'te�co Utam vd'Ekouivacon ���� 3He�coutratm va•Elcounraton ABg��nr uurazm Agpre[igor screv(c�)scrav(Ci� scmv(G� USE THIS FORMULA TO OSTAIN THE'AWCHOR s,eom wlth the Floritla
<br /> AnehorCilp PaUems PIy�S9
<br /> Eageqsramepn' 1' 2-1l2^ P 2-1fT sve' t' Z-vT T 2-v2 2' �vB' 2 o,m^ u9C 0.3z4• CAPACITY REQUIRED"CORRESPONDING TOAN eullding eoae
<br /> emeem��e�t n �a�4" iara' tai4' t�a' 2' 1-0f4' 1-V4^ 1-0/4' 1-U4' 7a�d' t-va` 2 1-3'8' 7s�a� rmlm AGTdALPRESSUREREQUIREAAQJTFORTHE NOA-No, 17-0630.09
<br /> 2McMIsQ4.79'MIRO.C.1SWtlaNafORselCYp(Fl¢1X °�� �� ��0e �� ��4�0� 9ops 2BOIm asalos 71a1m a�aios 664ms eeslm 341roa 4J2�n 5a01m OPENING,WHENI7ISLOWERTHANTHEMULLION p�P�y�onDm4e 5/26/2021
<br /> 4 Nchas�1.15'Mln O.0/9tmceN(af 016et)CAD(R9 ZY 4B0 ms 7ro Re N!A fUA N!A NIA 9801Cs WA WA N1A WA WA 6821be BBS ma 11701Cs CAPACITY(FROM THE TABL�OF TFIE 9ELECTED �
<br /> 6ArcMn�5Mtl1.O.C,I(Z�215A�gteCllp9/(Flg.9k �eome Teoim eeoms +ea�ws teosws eenms ssoin wn 7eoiaa �mies eeomn �e�ms sezro� aasw, n2aioe MULLION.RWILLYIEIDAMINIMUMANCHOR By
<br /> 9AncMr�0.54'Mh.O.C,I ULBp,Ilho.fuPPlum(Flp 4' N/A tuA N!A WA N/A NIA ILA NIA WA N!A WA WA H/A WA 9501Cs CAPACI7Y WHICH MAY BE USm TO QUA�-1FV MIemI-Da Pro uct ConVol
<br /> �pncnor�Fcrtp(Flp,sl �e5ms �ssve aasies aaams eaiw 73ams �ao� miu% s�oics �s�ins ssz� q73mt noine 2z�ws mo�es qpDITIONALANCHOROP710NSFROMTHE
<br /> 2MCICI9�7.18'MII�O,C/FLAp g.eX 7AU�s 3506n WA WA WA NIA 1BOIba WA cUA WA WA WA 347 m9 44210; bb��M1s ANCHOR CAPACITYTABLE
<br /> FIGURE 1� FIGURE2 TABLE NOTES:
<br /> 1.250" 1250'
<br /> � � � � 1)SEE SHEET 1 FOR INSTRUCTIONS QN U31NG THE TA6l.E5 AND SHEEI'25 FOR INFORMk710N
<br /> • � ON LOADING.SEE SHEETS 2-0 FOR GENERAL INSTALLATION METHODS.
<br /> 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENINO WI�THS IS AILOWABLE. �������������
<br /> i
<br /> FIGURE 3: 3)MUWON AND Ml1LLION CUPS SHOWN ARE NOT TO 3CALE.FOR IXACT DIMENSIONS,SEE :`'C��'��CEN9����`!�%
<br /> ANGLE SHEE75 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWINQ DIMENSIONAL RESTRICTIONS 3.250° 3.7b0' \ Q,?; F .S��`
<br /> CLIP MUST SHOWN ON SHEETS 21-23.FIGURES SHOW SUGOESTm,APPROXIMATE HOLE LOCATIONS. � ko.6B7Q5
<br /> � � � � BE UBED -*� �� �'=
<br /> IN PAIRS. 4)SUBSTR4TES:CONCREfE SHALI CONFORM TO ACI 307 SPECIflCATIONS.HOLLOW AND = ' _
<br /> GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHN1 CONFORM TO ASTM C90.WOOD SHALL 'ro �� '' / '
<br /> FIGURE 4: FIGURE 5: FIGURE 6: BE PRESSURE-TREATED YELLOW 30UTHERN PINO WRH AN SO OF D.55.ALUMINUM SHALL BE 624° .6 4° ��O'•• �o/�-•�(V��
<br /> 6063T5 AND BE A M W IMUM OF,100"TH1CK.STEEL STU0.S TO BEA MINIMUM GRADE 33 AND � �T'• �!I
<br /> � • .045'THICK(18 GAUG�.STRUCTURAL STEEL TO BE AT LEA57 125"THICK AND A36.ALL %F'S''•F��RIDP,.�'G���
<br /> • � � #OC ANTCHORS INTO WOOD MAY BE STF_�ELT18-B S S.OR 4R0 DS BEYOND THE MATFRIAL ��ULLION OR 4� 1 ZMULLION FOR� ��'�is��N�lAL E����`
<br /> . FIELD•MULI-ED UNITS FAC70fyY-MULLED UNffS q,LYNN MILLER,P.E.
<br /> FL P.E.#587Q5
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