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TABLE 1?A � AAu16onCa o 7able bsMl� �� Openln0�dth(foruEficeOy-spamurpmdfiore)orOPenlnHHeight(forhalmMalry-sparrirgmiIDians) �,^$l F 50 n 60 N 70ln s01n 60 N 10o in 1101n 1101n 180 N �� ( ¢ R+�,w�m neam+�+a �na�u �repm�n� r��,a+i� n:amimg. ru�uer rmwmma necw,a� TM�rm�,e. ��mer noprme�. A wnaW� �repmen�. aonana+� T�n'm^�s ��+w�a r�am+�+a -. o 2x4x25 �� m� im6�w ��a e+� �e^e ��e ��v �re �ere �a�w �ema �m ��re t�ana �mane ��s �rne � V � nwm.Tube S � � � � s � �'� �' a ,s � � � �' �' € L € �' s �§.. 'Y " M�em� � �� aa a �€ g� � � aa �.B � b � � � �� a� ��, � � a� LL d aa � a � a a a � �� a �� se e �9 � �� ^ sa a �� sa � s� a � �� s9 N �' yp €� g� €� e� €� � � �� 6� ��g �� . ��a' i� 8� b� s� a� s m� S� gs�} � e� �� tre 6 � §$ -ti§ 5g P =� ��" �s U �B '�. 5 g� a� �� '� fi � Z a` a� �� 9 d�� '� a�� '� �a� �� § � �� o �� ¢ � � ��y w s� 8� z �� d�� _ �� s�. �a' � d� �@ Ua� ��. a �� e" a fe s � 2 d� Z ain rra.a szo t7ao p5 �mo �u tmo pa �7a.o ase nao ws 770.0 9st no.o sie no.o tne f7o.o szt t7o.o �zto �mo szt tTo.o tue t�a.a sz� t7o.o ins �m.o szf nao �se� fm.o stt � p = 181n 770.0 70B 1740 4� 170.0 &SO 1717.0 6B1 170.0 892 170D 630 170.0 113] 17�.0 881 170A 1275 170.0 677 170.0 1417 fA.O 680 7760 1700 770.0 6B0 170.0 1961 170.0 680 170.0 7157 17D.0 B80 w � � K N �Q@Sln iTAO 7d7 1760 SA 170.0 896 170.0 831 170.0 1018 17C.0 664 17U.0 1199 170.0 77! 17G.0 17C6 17C0� 7lT tro.o id9! 1T40 758 170.0 1Tg4 17a.0 758 170.0 �092 170.0 T5B 170.0 2791 170.0 768 y � Q.g � 6{In 77Q0 79T 770.0 612 170A 85fi 170.0 fiB1 170.0 1118 1740 754 17a.0 195 17Q0 BW 1T0.0 1134 770.o B37 770,0 ti% f70.0 eSe nao 1913 170.0 031 1A.0 7131 tro.a 861 17Q0 7950 t7D0 �881 � W Q� 60n 170.0 885 1T0.0 707 170.0 tOB3 170.0 797 17D.0 1210 170A B78 17U.0 1417 770.0 B4/ 170.0 i5B4 170.0 9S6 170.0 1T77 170.0 tail 170.0 31Y5 170.0 1D6i 170.0 &79 17f1.0 f0&1 160.8 2680 170.0 1� � � M W 6i4i 17Q0 830 17Q4 7�5 170.0 1716 770.0 950 170.0 71@ 17Q.0 940 170.0 1488 170.0 t0U 170.0 1613 170.0 1078 170.a 1859 1760 1112 17h0 a3f T70.0 11� 188.7 7557 1T0.0 iR7 7fS9 2577 170.0 1171 ~ � � 2 � fi6h 17Q0 974 170.0 7B9 I70.0 11H9 170.0 803 170A 1794 170.0 1002 1740 1558 170.0 1086 17LL0 1753 170.0 1155 170.0 19db 1TQ0 1210 17Q0 ?338 270:0 1278 191.G 2437 �70.0 11l6 f329 241T 17Q0 11Bfi fJ � . r Q 72N 17U.0 tOQ 1T0.0 C78 17D.0 I2T5 1R0 1009 170.0 7188 170.0 1118 t70.0 170.7 170.0 1a8 170.0 1913 770.0 1]13 170.0 2125 170.0 1387 1/5.6 21& 17Q0 1488 12�A 2189 170A 1628 108.2 2786 fl0.0 153D � Z V� R (,.) � 76ki 170.0 17T2 770.o B37 1T0.0 1368 1Ma 1�0 170.0 157U 170.0 1109 170.0 179/ 770.0 1372 1667 79W f70.0 1421 14E.6 1fl6U 77a.0 7505 E].B 1980 iB1.B 1518 1061 1Bfi0 1%.0 1535 929 19N0 752.7 1631 � � a� A �Z S 79in 170.0 11'J1 1T0.0 867 170.0 17l1 170.0 1118 170.0 1611 170.0 1250 1T0,0 1e4Y 1To.a 1�89' 1627 1881 170.0 1{74 1]7.{ 1e81 1l11 1600 111.6 1981 147.7 1{T! 982 tB81 739.8 1�59 83.9 1881 1J7.8 1154 ? � (n n Dch 170.0 1348 170.0 114/ U9.1 1398 158.0 1218 �n.e 1388 17&0 116B 111.0 /399 131.d 1118 B&4 179E itq2 1182 l8.9 1798 1DI.8 1147 7�3 1789 99.8 itTl 67A 1709 627 1f04 659 1799 789 1099 y Z J Q � � J 96h 147.4 1129 151.9 1098 1?2.9 1429 1Tl.B 1P79 105.3 1719 111.2 f001 B2 199 b0.9 f0/4 Ef.9 1729 89.6 7029 73.7 1?29 !3A 1018 61A 1728 T!1 B93 52.7 1719 65,8 W7 1&1 17]8 Cl.i 887 �, F � � � � 10Bin 103,i W1 105.8 877 88,] 971 89.0 882 74.0 971 7l3 849 BM1.7 B71 88� 837 61.5 971 61,8 B26 61,0 6/7 �6A B76 /3.1 971 49.0 7BB 37.0 971 µ.0 761 3L4 871 4a.B '/7� a N N� �O�O 1f11n 9S4 919 F7.7 632 78.6 919 61.9 819 68.1 919 70.8 p�s �. 878 62B 781 9A 818 59.7 7� N.7 S19 .1.8 771 39.7 D19 {4A T58 34.1 818 40R �43 29.8 919 J7.1 7R � � � � � X oY oY 120N 795 786 76.8 71fi 62B 7Bs 8�.5 7d1 53.8 789 19.8 eB! 47.t 7W /9.1 6B8 41.9 788 N.4 HT! 37.7 7E8 46.5 660 715 7B8 34.8 63 27.0 7d6 91.0 041 Z1.8 7B6 26A 671 0 F � � � 140in 17.T 348 H2 b01 ]fi.4 849 3'7.0 !88 312 6�6 31A 481 27.3 518 262 484 2/.3 B�fi 2fi.3 Q9 21.s 5C8 71B 474 1fl2 518 58.5 �84 18.8 6{6 171 �SS 19.T 548 153 {qE � U N ¢ O O TABLE 12B ANCHOR CAPACfiYADJUSTMENTFORMULA: � a 8 Z � � MchorCapaclry Ta61�(16e) ANCHOR CAP.,m,,,,,, ap �� `z�� 6utahat 27�[brciete 331tCmc. HdImtQAU FIIeOCIdU P7Wmd N0J (OP)X( )=ANCHORCAP.,�o U� � � o-�� ats6co v4'ss�o SncFxo va•ssfieo atosm mzs�em xtzs� MULLJONCAP.,,m,,.,,, � /.��firpe' 4�IBEICOURB[all V4'EitollUacOn 3MEEI[olAtI0Cq1 Vd'�CDUR2COt1 McharCOpPattema uNazan �ggeGmnr uroacm appr�3a�a screw((ttr7 scrtx� suar(c5) USETHISFORMUTAT008TAINTHE ANCHOR PRODUCT REVISED Etlg�tivarce pny r 2-v2 t' 2-V2 Sve" r 2-v2 t• s-v2' 2 ave' 2 ade• asc o.32a' CAPACITY REQUIHED'CORRESPONDING TO AN as compiying with the Floritla &noeonmtMY 7Jra• t3�m iS1A' 13�4" Y t-tn^ i-vx i.va^ �-va' i-vs^ t-va' r t-3�a• tas vm�es ACTUALPRESSUREREQUIREMENTFORTHE BulldingCoee 2�ncrors�a7snuno.aistowadorom�et�vpff�qia2y saoms seoio asows e0oros t6aaies 27oms fm� sum.+ 7eows �aies 5sama wsia aatms tazms 5sops OPENING,WHENffISLOWERTHANTHEMULIJON NOA�Io. 17-0630.01 4Afl[hIXe�26B°Mk10.C.I5fdI1�N(�I'IXBeIy��Fip.9Y Tmro� 7mim Swits tnasun t�2ilw NiA SmRn wA �sim Hin eeoms [va sezro� eesltn na�im CAPACITY�FROMTHETABLE)OFTHESELECTED �p)�UonDate05/26/2021 6Arc11ars�t.7t'MInO,G,lslanmm(oraeeqClq(Flp..IX easics o�i ��ios ia�sire N/A wA �ms wA �ao1m N!A Wn N�n soale+ isz�irs ieaolra MULLION.fTWILLYIELDAMINIMUMANCHOR 4ArcIDI9�YMh.a.c.r(q2�5ArgIOClipsl(F7p5Y 1001Ce ¢s 6BOIEs 1560P8 7HB609 010.4 6�@6 WA 7601Es 7481Cs B�Re 1A92Qn 692ms e&SIDe 11�Itn CAPACffYWHICHMAYBEVSEDTOQI.I/1L1FY By fiArc1D�9�S'NN.QC.l��5AIgIBCllps/(Rg6Y tt7ons t�To� �o2o�.e zsmus aeaams ei eaoro� wn ttm� 7�a2�os t3a7ias aasems tmsiec 199Re �smrze ADDITIONALANCHOROPTIONSFROMTHE Mlam ProduetCon ro - 3MCMIs�1.94'MIII.O.C./U{�p,htta.12TPAm.(Fip.7)' N!A WA NfA WA NL1 N/A WA WA WA N!A WA WA N!A WA tOTJ ANCHORCAPACITVTABLE. 6AfICMI9�0.6A'MIn.O.L./UL�p,Nto.12SAWm.(Fl9-BY NIA WA N1A WA NIA WA WA N/A WA N!A WA WA N/A NfA 21 I� 2 ArcMls�26B'NJrt O C.!FCHp o-l4 9k 370 ms 370 ffi 3151Ds TG31M 712�s N/A 2801�'6 WA 3l81ts WA 44�M9 WA 341�9 4421Ds �0 I� 3Arclm��.71'Mln.O.GI W�(Rq 10t �� SZ 0� 9791Ds W3 Rs N1A WA 9531� WA 98810� N/A WA WA 671 M 6671[a Ba0� NOT@ FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDAFi�CLIP �CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. FIGUREI: FIGURE2: FIGURE3: FIGURE4: � � � � � � � TABLE NOTES: 2000' �� 11111 • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AN�SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR ��` Ny LYNN '�� GENERAL INSTALLATION MEiH005. `��aO. �• /� �� • • • • • LIGENSF'�C� : FlGURE 6: FIGURE 6: 2)LINEAR INTERPOtATION BETWEEN MULL LENGTHS AND/OftOPENWG WID7HS ISALLOWABLE. - � Q�r� ;CnP� � � • • • • .250" a.aao" =� .• No.58705 � - 3)MULLION AN�MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR IXAC7 DIMENSIONS,SEE SHEE75 21-Zd.HOLES TO BE DRILLED IN '*' '. *= • • I • • THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-2&FIGURES SHOW SUGGESTm,APPRO%IMATE HOLE � - • • LOCAiIONS. f�` FIOURE7: FIGUREB: FIGURE9: FIGL1RE10: %�O�• ST TEp I�� ANGLE GLIP 4)SUBSTRATES;CONCRETE SHALL CONFORM TO ACI 30'I SPECIFICATIONS.HOLLOW AND OROUT-FILLED CONCRETE BLOCK UNR � 'n�•, p �� •� • � (FIGURES 588) (CMU�9HALL CANFORM TO ASTM G90.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. �i�C�s '•.�ORiDP,•�G�2` � � � � • MUST BE USED N-UMINUM SHALL BE 6063-TS AND BE A MINIMUM OF,125"THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND,046'THICK(18 2'X 4•X 25'MULLION 'i,S�ONAL E�� �ry pq�qg. GAUG�.STRUCTURAL STEEL TO BE AT LEAST 12S THICK AND A36.ALL ANCHORS INTO METAL SHALL IXTEN�AT LFJ\ST 3 SCREW A LI�I�N Mt{!L��,P.E. THREADS BEYOND 7HE MATERV+L#10 8#12 AIdCHORS IN70 WOOPMAY BE STEEL,7&8 S.S.OR 410 S.S FL P.E.iF 58705