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TABLE SA ��.,g+ � Mutlbn Ca ael Table Ibelft' ��7� � OpenfngWidM(foiverllcaAysparmirgmu�loire)orOpenfngHeight(forhodmMelly-spanningmuHom) ��' � 601n BO ln 7o In BO M 901n t0U In 1T0 M 1�o M 7e01n p 1.$6°1 RwtarpNn Tap/7tlenp. RealmpWer Trop/Ttleip. Raclenpular Tnp/TMip. NaGe�pWer Trap/Trlarq. Recle,qutar 7Yep/T�lanp. Reclenpuler TnD�T�a�q• RectanpWer LeqTAanp. Rxie�ryWar T�eO�elq. Raclenpuler 71epRAenp• q� w Loedlnp Loedhq LoaMrry Loadlrg Lowtlnp Lwdlnp LoNing LoeUlnO Laetllnp Lwtllrip Loedhq loaMnB LaedMq Laetlln0 LonJlnp Loedln0 Loadng LoedMg �Y U � TubsMull � �� ' � �a � �� g � �� (A �N� �� Z �ra �2in 770.0 BTO 170.0 <a5 170.0 7�4 770.0 �78 170.0 BOB 170.0 608 1700 982 170.0 67B 170.0 11�8 170.0 621 770.0 1790 770.0 521 770.0 NBB 170.0 621 170.0 1776 1700 621 161.8 17E9 170.0 52/ O � 48in 170.a 748 770.0 bR/ 770.0 860 770.0 6EI 77a.0 992 170.0 BDO 170.0 1133 17a.a EB1 170.0 7476 170.0 H77 770.0 7417 170.0 880 161.8 1W8 170.0 E00 171.7 16�8 170.0 6B0 17l.1 1648 170.o B!0 � W.BY61n 170.0 7�7 170.0 689 170.0 B88 170.0 8J1 f70.0 101E 170.0 061 170.0 1785 170.0 72J 770.0 1J18 170.0 7�7 1B'/.0 1�EB 1700 76B 790.2 7MB 170.0 78B 11B.J 1�88 170.0 768 104R i�ee 170.0 76B � �� 691n 170.0 707 170.0 01T 170.0 D5B 770,0 807 170.0 171! 1M.0 761 170.0 1276 170.0 60J 1�7.1 1�76 770.0 B37 108.E 17/B 170.0 B56 7223 17/B 170.0 B87 t0/.B 1979 170.0 881 91.7 1978 170.0 881 m � M BOM 170.0 !E6 170.0 701 770A 106J 170.0 797 168.Y 116! 170.0 B7B 199.0 1168 197./ 9J0 fYS6 116E 168.8 BIB 111.2 1168 160.0 B72 82,7 7188 NI.B 906 70.4 1168 7�4.B 006 BB.6 1168 iM.B B06 F � a B9M 170.0 BJO 170.0 796 180.7 10Bt 170.0 B60 1�7.4 1061 166.B 8!4 150.7 1051 1�2.0 B/O /08.7 1067 7�7.7 B97 88.1 7061 12fi.7 9J0 B0.1 Y061 118.0 922 ee.e 7061 178.1 B21 BOO 1p31 118.1 CL1 ? � � 86M 197.1 957 170.0 789 138.3 9�7 167.8 806 779A 957 13�.0 790 70�.4 B87 iT1.6 777 B2.E 86! 11R.0 7!7 BJ.6 067 tOe.E 7bB BB.B 967 100.0 760 69.7 087 DB,B 74B 62.2 B67 eB.e 7�8 Z J ig� �$$ m 72 M 128.7 804 136.2 BBB f07.3 ea 17D.4 681 8t v BOq 107.7 877 8D.1 BOA 87.4 880 71.6 BW 8l.1 B50 BI.1 800 7l.8 803 39.8 BW 72.� 893 4a.o BM BB.9 62B �0.4 B04 BB.B BRB � �'€ j{ J ]eM tOB.4 T1II 11�.� B90 H.2 723 B7.Y E7B 7E.I 723 85.� 608 BBA T22 �8.7 69B 80.8 772 70.9 59! 61.7 742 86.6 5B0 �6.8 7Y2 bB.6 6>b 38.1 7T7 58.7 6B5 �.7 722 6B.2 b99 J S � � ¢ � � 7E In f07.7 eB6 f06.! 800 !4A E86 09.E 689 72.] B83 70.8 577 e�.� BB6 70.6 68E 68.2 BB6 81.6 680 60.8 B!6 80.1 669 �YS E08 6iA E/� 36.2 686 61.9 6J7 91.8 BE6 60.7 63B F, N Q 01 901n 66,8 fi15 BB.O �67 51.0 D16 67.6 �99 �7.1 61! 60.1 <a1 41.Y 376 1�.7 131 3Be 616 �0.9 �Y8 33.0 615 97A �22 47.6 676 J3.1 41� 2J.6 816 706 A07 40.0 6/6 28.7 <O< � �( Z N B!M WA J63 OB.E �M �6.7 IBa �7.1 ae� ae.e 16] 47.0 J91 9].9 �63 70.1 986 �O.I 163 3].0 979 27.I 189 80A J71 T2.8 �67 28.8 9BB �BA 169 N.J 300 77.0 �e� 71.8 9b0 � �� y� r.° tOShr JE7 76! ]Y.0 3ZJ �7.8 ]6! 32.L 378 27.2 968 48.1 719 2�E J6s Y6.2 �0! II1.2 a3B RY.7 a01 18.7 76B 20.8 300 iB.B 369 18.0 2B9 W ° (h 1111n 36.1 9]B �6.8 308 28.8 99B 3U.7 701 46.7 9�E 18.1 2B7 T2.0 �3B 1J.2 2B9 10.3 7�B ffiB 2BB 17.8 93B �9.1 Z86 Q_' �( � � t�ain te.t xm iea �ee Q a O '� Z °' �'O TABLE SB ANCHOR CAPACITY AOJUBTMENT FORMULA: �� �. Anchor CapecHy Teble(Ibs) ANCHOR CAP.,,,,,,,,,, � ��rc SuOaMeta: 2.7k Concrete 3.6k Cono. HdlvwcMV FINed CMU Pi WooO Me1M (DP„)X( )�ANCHOR CAP.,,,, aie•eao ur ae eko aie^e�w 1/�"69 Ebo nio s�eei niz sew zi¢s�ea� MULLION CAP.,,,,,,.,,, Anchor CBp PaHertre A��ryPo' y��Elm Ulncan 7/�"Eke Ultr�oan a�e•Eko Nxwm 7/{'Eko Ul�con USE THIS FORMULA TO OBTAIN THE'ANCHOR wu.ean neeno.�o� �n��.co� no�ecua smew�cs)scmw(os�s�m+(oe� CAPACITYREQUIRED"CORRESPONDINGTOAN Eep�Ohlmce pn): 7" bt/7' r x-vr s�ro• f• s•vz� r s-�rr r s-ve• r o.�e• o.w^ o.a2r ACTUAL PRESSURE REQUIREMEN7 FOR THE enwemmsnt�mg 1ar�^ �-sir tair 1-v�" r i-tr�` t-va• f•1ta^ i-v�^ i-va^ t-�u• r �-�e" �-�e' (•°°^°�"�� OPENING.WHEN IT IS LOWER THAN THE MULLION 2 Anchoro�13@'Mh�.O.C./91erMeN Qip(Fig.7): 38o Ns aea�ba 45o me eeo lee �e��roe zio�e� aeo roe 35116e �aa roc 48e Ibf ea ro� ties ros aze�ba axo Ibe aeo ros CAPAqTY(FROM THE TABLE)OF TFIE SELECTED 4 Mahols�7.'t9'Mn.O.C./SInMeN db 61p.2): �EO lba 7001d WA WA N/A WA �BO IM WA N/A N/A N/A N/A B621bt eao m. 77201W �Ana�a��9"Mlrt O.C./r!)2:6 Anple qips(FIO•�): 7E0IM �ea ic. eeo ma �aeo ie. +eee iw �a me eeo ro. wn veo roa sae ro. eeo n. zae4 w ees itn e�o ros +�zo ros MULUON.IT W ILL VIELD A MINIMUM ANCHOR 1 ArcMn�0.45^MM.O.C./U-CllµMlo 7/B"Alum.(Flp./): N/A N/A N/A N/A N/A N/A N/A N/A NIA tNA WA NM NM WA f�aE�y� CAPACITY WHICH MAY BE USED TO QUALIFY 7 AnoMH FCllp(Fq.6): 7BS IW te6lbe za6 N� ae�b� e2z�bs tas Iw fao�M m m� 77o ro� 43d 16e as21b� s9t Ib� tm Iba ¢to�M pep ros ADDITIONAL ANCHOR OPTIONS FROM THE 2 Mchps 1.1T Mln.O.C./F-Cllp(FI.B: 2/OIEe 9801b WA NIA WN fUA 1B0 M WA NIA WA N/A N/A 320 We 1201M 5B0 M ANCHOR CAPACITY TABLE �ROOUCT R�VISFD � Y e cnmplyi�wllhllro PlodAa NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP pnildhig Codc FIGURE 1: FIOURE 2: F--1.250`�I Ec�P��!^cenn' � /� TABLE NOTES: s O O • � • � • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SFIEET 22 FOR INFORMATION ryj�� ude Product Coa 1 ON LOADING.SEE SHEETS 2-4 FOR GENERAI.INSTALIATION METHODS. `��I I I I I�� 2)LINEAR INTERPOLATION BEIWEEN MULL LENGTHS AND/OR OPENING WIOTHS IS ALLOWABLE. \��r1y . �, /(� ��i� FIGURE 3: : F ANGLE 9)MULLION AND MULLION CLIPS SHONM ARE NOT TO SCALE.FOR EXACT OIMENSIONS.SEE 3.188" \e�'l�,•��,�GENSF •;'P*�/ CLIP MUST SHEETS 18-20.ALL MULLION CLIPS MAY BE FACTORY MACHtNED AND CONTAIN UNUSED HOLES. �lk'; No.50705 - � � � � BE USED HOLES MAY BE DRILLED IN TIiE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-2f1. .265" - ' • IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO AC1307 SPECIFlCATIONS.HOLIOW AND � ' Ql ' � FI6URE 4: FIGURE 5: FIGURE 6: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHAIL CONFORM TO ASTM G90.WOOD SHALI ��'• ST�TE oF� :'tc/w` BE PRESSURE-TREATED VELLOW SOUTHERN PINE WITH AN 3G OF 0.55.ALUMINUM SHALL BE T %��. FLOR`O� '��Z` � 6063-T5 AND BE A MINIMUM OF.126"T1iICK.STEEL STUDS TO BE A MINIMUM 6RADE 33 AND � � .046'TH�CK(19 GAUOE).STRUCTURAL STEEL TO BE AT LEAST 725"THICK AND A38.ALL 125"X 3.788'X.285'MULLION ��FS ' �,� • � � ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND TFtE MATERIAI. (��4�VF MULIION) �i,,S�ONAL�� • • A.LYNN IG�ItL�R,P.E. FL P.E.#58705