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TABLE 8A ��� g � -
<br /> MuIBonCa ae@yTable 16s1R' 3� _
<br /> openinq Wiam(for�sNrallyspenN�miBJors)orOpenMg Helght(fortodmNeAy-sperrdrg m�tl(ars) ��,� ¢
<br /> wm soM min aom aom �aom t�in uom tsoN 5x� o
<br /> 136"a ��`�a TmpRAnnB. RectmB�r. rnplTrlanp. ReemnH�ier TnMAm& RocmnpWar 1VaP��a Rncta�Wa TnplTnmg. RetlangWu irspTdena R�ctuqWs 4eplMwa Razhnallor TnP/TAano- Recien4ilor 1YvM„ma �5 m �
<br /> Lne4nA LnadnB lo�n7 lnadn9 ���0 �4�8 Loa6n9 laedng lna6nB Loadng LaWn9 Ia,Nng Lm6nB Loa�p Lnadhi0 Laadn7 Lm�nO L�dhG Si c�
<br /> 3.188"x �
<br /> .266"Alum � ��. .� E £ E' x k' :� ?' S �a'„ . r �s � z � P & S L £ � r .�' a � i
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<br /> 8� 8 d� � 3 8� �9 a 3 �a � d � d" d Ba 8 8� S b 8 da d �^ t9 �" 8 3a � 3 89 o c�
<br /> B� �� 5$ y�� 5� t� � 55 g@' b$ S� �� S�' ,�e 8� a� a " �� � � s� 6� S� s aE €L �� �� F� b° � b� hP
<br /> �� �'y, �' 9� '� �3 � �� a� �� �� � 9� aa� 9� �� �� � �B �s �a �� �� a�� '� �� '� �� '� �� �� � �� �� � � a�� �
<br /> a� �� �� 3a s� �� z'� aa� .�. �m �� c� �� �� s� �c� ��, z s� �e s� a s� � � s z� � a drc �z f� �rc � Z W
<br /> � p
<br /> �pin 170.0 620 170,0 436 170.0 TN 170.0 478 170.0 BBB 170.0 SOB 170.0 943 1TO.D 518 170.0 1179 170.0 621 170.0 1i�0 170,0 621 170.0 1468 17�.0 637 170.0 7T35 17C.0 521 151.8 1T69 170.0 5Y1 N J (q
<br /> 161n 170.0 TOE 170.0 624 1"N.a OW 170,0 SB4 170.0 B92 170.� E30 170.0 11�3 170.0 661 170.0 1775 170D 677 170.0 7117 170,0 BHO 1W.B 16/8 17LL0 680 1327 1540 170.0 BEO 178,1 1518 170.0 BDO � j �
<br /> 90.�91n 170.0 747 t70.0 663 77aD B96 170.0 631 17a.0 7006 770.0 804 170.0 1187 170.0 7C! 170.0 iJ15 170.0 )�7 iBl.O 1168 170.0 75H 139.2 1�68 171L0 756 118J 116! 1T0.0 76G fOiA 1/6! 170.0 75B � � �$ �
<br /> W O
<br /> 64in 170.0 7B7 170.0 fi12 110.0 958 770.0 fi91 77LL0 1H8 170.0 761 170.0 iTA 170.6 B03 163.1 1378 1T0.0 837 H8.8 1370 170.0 !98 1'�.3 1178 170.0 881 106.8 13M 170.0 LB1 91.7 1376 17�.0 081 � U] (n � W
<br /> 601n 170A B85 t�o.o 701 170A 1063 770.0 787 79a.B H9� 17G0 618 179.0 ti3e 1BTA B70 173.8 i1fi0 158.8 919 111.Y 115E 150.0 912 �.7 1168 7M.8 W5 7&� 1156 1N.9 W3 89.5 1158 iM.E B� � F W m (�
<br /> Wln 1T0.0 830 17U.0 7I5 160.7 10.51 170.0 B50 iJ7.3 1051 153.8 862 17D.1 1051 1120 6�8 108.7 ta51 1323 837 Be,1 1051 iS.7 Ba0 80.1 1057 119.5 922 Be.6 I051 118.1 d21 60.0 1051 118.1 !21 V � � Q
<br /> � 681n 167.1 867 170.0 7L9 738.3 957 151.6 LOS 119./ 957 134.0 T90 7W.4 B57 121.6 T77 92.H 957 112,D 7b7 BI.B 957 iCB.E 759 69.8 95/ 10Q0 750 6B] 857 es.9 7�! 522 Y57 BB.9 TSe � ? J z� � �U
<br /> o T21n 178.7 E61 1333 Wa to7.� ea 1752 E66 81.9 804 101.3 671 NIA BG1 B1./ 660 Ti.5 804 84.1 650 84.{ BQ1 18.8 5/3 51.8 EO{ 723 837 IflD E01 BB.e ei9 �42 86! 88.0 828 W � �� �' �zQ
<br /> '� 791n 109.4 T12 114.1 WO Y72 771 872 6IB 782 772 85.3 908 88.� 7�1 7&7 696 60.8 '7a 7U.3 788 64.7 7a 0.7.6 fieU IS.E 7I2 �.6 570 38.1 T13 ➢8.T 5b5 7�.� 79 Lb2 fie! N J N& �5 dZ
<br /> � a .��- �
<br /> 7Bkn f01.2 b8S 105.8 600 84,4 888 89.8 B88 '23 6�3 78.5 5T1 W.7 O85 T0.9 7BE 6B2 895 04.5 560 80.6 B&5 W.1 553 422 bb5 b1.J b13 7S¢ b86 6IA 637 31.8 BB5 L0.7 776
<br /> z Z X Q N �
<br /> 801n bS.Y 5fe �.0 �57 %.e 576 57.5 4t9 /7.1 516 50.1 !41 �1.2 515 bG.7 134 38.6 513 �0.8 qe 110 510 ]7A 47L 273 SIS 331 f13 23.9 S15 7U.5 {QI 20.8 515 29.1 404 Q Z
<br /> 861n 64.9 IS7 SS.E IW 13.3 131 17.1 J97 70.8 153 NA 391 33.9 153 3fiA 3B5 302 45D 37.0 379 273 157 30.� 37t 42.6 Cit ffiB 3� 19.� r9J 24.9 390 17.0 157 729 �56 � �
<br /> a � mg �o�o
<br /> 10BIn 38.1 358 39.0 373 31.8 7S9 �3.! 716 272 35B 28.4 373 29.8 15B ?d.2 308 212 358 727 301 19.1 758 20.8 700 15.8 359 18.0 253 � � �
<br /> � ��
<br /> 111 N &4.1 339 35.B 708 29.3 338 30.f JOf 25.1 33B 16.1 29'7 �720 33B 732 2BS 19.5 978 20.9 289 f7.6 338 19.1 Y85 N �' x Y Y
<br /> 1](IN 9.B 790 2&� 2W 232 II80 23.8 260 199 290 Z0.6 SB 17.1 2B0 1&2 257 15.{ 290 Ie.t 20.9 O V N Q O O
<br /> �a�ti te.t zai tea ies � p'�` Z�.,O`mf�
<br /> TABLE BB ANCHOR CAPACITY AOJUSTMENT FORMULA: O ..�� m �R�
<br /> AnehorC�padty TaMe Ihc) ANCHOR CAP.,,,,,,,n. V o � o���
<br /> suasfa�s z�oorc'ae s5xcmc. Mmomerau Fmmcntu arwaoa Maa (OP,�)X( )=ANCHORCP.P.a,
<br /> y��n�o vrssoeoeieeco vsssezo mos� arzs�c+ s�zs�ew MULLIONCAP.,,,,,,,., PRODUCTREVISED
<br /> anchaTypc ane�coUnracm u<Eko111Uaton ���� 9'7sE7coWracm v�EtoUbaccn ��r utrazm n�re�av scfer(tt�screr(W� Saa�(G57 USETHISFORMULATOOBTAIMTHE°ANCHOR aseomplvinqwlfhtheFiorida
<br /> MchorClip PeUems Bulldng tode
<br /> Falenstarce O�k 1' 2-'uz 1' avz svB' r 2-vr 1• 2-v2 2 St/6' z a.w^ ass o.Ra' CAPACRY REQUIRED°CORRESPONDING 70 AN NOA-No. 17-0630.01
<br /> Emoeaneu n 43rP tsrl' t3r4' aaa' 2' i-vd• t-vC t•va' i-va t-vb° i•vT z' i-ys' 1�a' vatea ACTUAI PRESSURE REQUIREMENT FOR THE
<br /> 2aurors�a7se�ino.c.istamm7aometaip(Agtk �roa 3eom asows �o;tn tsaeins voos amm ssats 7aoies s�aies esai� msm aftma aa2in+ �oma OPENING.VNiENRISLOWERTHANTHEMUWON pap��t�onDate05/26/2021
<br /> 4 Arcnon�7.7.�^Adln O.G/SYznSVG(C(016N)CtD�fl ZF 40D��% 7W PB NrA WA WA N/A 3PD fa N/A WA N/A WA WA 6821D9 BBSIGs 1131106 CAPACITY(FROM THE TABL�OF THE SELECTED
<br /> aarcron�s'um.o.c.imu5pigbaWeilFl43k moies �mee sm�, 1s6am+ ��sme seomz swa Nfn �5oim �aem' eeome .eaxa sazms em� na�im MULLION.ITWILLYIELDAMINIMUMANCHDR By
<br /> �qrcMfs�O.dS'NIn.O.C./Utttp,Irrto.1Z�+'Alum.ff1g dT IUA WA WA WA N/A N/A WA N/A WA N/A WA WA N!A WA 14701tn CAPACfTY WHICH MAY BE USED TO QUALFY Miaml-0a fotluct Contral
<br /> lArclnr/FC11D(R96F ��� ��� �i� �� eaim b5ms taom; mms �otm �a��e a�xms <T3its i�ona �me mams ADDITIONALANCHOROPTIONSFROMTFIE
<br /> 2MCMn�1.1P MIM1 O.CJFCII g 6X 7Ao ms 3i0 ms N!A WA NlA N/A t8014s N/A WA N1A WA NN &7 D9 dd2� �O lds ANCHOR CAPACITI'TABLE
<br /> NOTE:FOR SHE OFFSEf CLIP,USE THE SAME ANCHOR PA7TERN AND fWCHOR VAL�ES AS THE STANDARD CUP
<br /> FIGURE 7: FIGURE 2: TABLE NOTES: I-1250'--{
<br /> � • • • 1)SEE SHEE?1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR 1NFORMATION i
<br /> � � ON LOAOINa.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODB. `��t 1����i i��� I
<br /> 2 LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE �`�a�,.••••�••../tj ��i� �
<br /> � J 'C �,�CEN,4 Q �i.
<br /> FIGURE 3: 3.188"
<br /> �G� 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR D(ACT DIMENSIONS,SEE � P�� F �`�� �
<br /> CLIP MU57 SHEETS 21-23.HOLES TO BE DRILLED IN THE FIEID FOLLOWING DIMENSIONAL RESTRICTtONS _*:' No.58705 �
<br /> � � � � BE USm SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXfMATE HOLE LOCATIONS. 2�. _ , :7t
<br /> IN PAIRS. 4)SUBSTRATES:CANCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AN�
<br /> GROUT-FILLED CONCREfE BLOCf(UNR(CMU)SHALL CANFORM TO ASTM G90.WOOD SHALL %�O��• q� ����,�/�
<br /> FIGURE4: FIGURE 5: FIGURE B: BE PRESSURE-TREATED YELLAW SOUTHERN PINE WITH AN SG OF 0.66.ALUMINUM SHALL BE � ��(h�'•.;��ORIOP,,•'��C��+
<br /> � 8063-T5 ANO BE A MINIMUM OF 125"THIGK STEEL STUDS TO BE A MINIMUM GRA�E 33 AND �,p5'X 3.188'X 185'MULLION �isS/ �""' C1G���
<br /> � � .045'THICK(18 GAUG�.STRUCTURAL STEEL TO BE AT LEA5T.12S THICK AND A38.ALL ��_�/a'VF M�LLION) '�i�,�NAL�E����
<br /> � � ANCHORS INTO METAL SHALL IXTEND AT LEAST 9 SCREW hIRFPDS BEYOND THE MATERIAL
<br /> � it10 ANCHORS INTO WOOD MAY BE S7F_EL,t&8 5.5.OR 47a S.S. A LYNN MILLER,P.E.
<br /> � FL P.E.#�58705 i
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