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TABLE 1A `°�� u AAullion Ce ac Tnble IbsAt' OpenIn9VYltlihlf�`re��lly-sparrirpm�diore)orOpeningHelght(torhorizontelly-sparturpm�fiore) �}J"� � 50N 601n 701n BOIn �In 1001n 1pDin 11�In 160N �+�� o aec�enw�m ��vm.�y. wmonsiu mprtdena ��aar naN�n.rg. rtenmwwr neWmen�. r�enen�aar TeNT�lan9. Recle�gder rbam�ns- a�n.n�wm rmNTM�o. aen�npter nw��a. �c�� '�Wma^c. �n� rc 'I%2%.126 �°�W loa�nB Laaan9 LoaUnA lnedn8 Loadna Loadmg loo�n6 ��0 ��M la�o0 Lm6n8 LowNy LoaA�a Loedn9 lmAne Lo�dnB Load�g '�Y o a�m.n�bo � � � � � � F ,� � � � �' a.. �' :� � � � � � � a ,� � F �' �'.. $ �'.. � Mulllon � �" �" g �� S � fl 8 � �� � �� a �� b� a ��' � a� s �� a a� � � � � a �� . '� a � � a� N � � � � � � � � ^ � � � �� a �s 3 8 aG m a. € � a � b s� � 3 6B S� � a� a a b s s � cn ��n� w �� g�. �� c �� s� �� g� �� ' �� o � 47In 111.8 IOE 149.5 � YJ.2 �Oe 116.6 775 7BA �W 107.8 �21 69.8 IUB 101.4 719 82.1 �08 f01.0 71B 6i9 �OB 10{.0 119 i8.6 �08 f01.0 71B ]B.Y 4�B 101.0 Jf9 ]6.0 IOB 101.0 71B � W IB{n 7�9 312 d7.e 7b8 621 312 73.� 24 e18 712 W.D &8 {8.0 71Y 813 21E �1.8 �12 81.3 ZN �7.6 712 81.0 71� 712 ]f2 81.0 244 ZB.B 712 B7.0 2!4 ZD.4 712 01.0 21{ � _ �� 60.8251n �.B TEI IO.B TJ4 652 281 61.6 228 46.8 781 64.7 a1 39.Y 4!1 521 �T2 35.5 2E1 50.7 720 31.8 201 �9.3 21B 26.6 281 �A3 4iB 92.E 4B1 493 419 Y60 2Ct �9.J 218 511n SYB 4{7 57.6 107 47.8 247 49.E 302 37.8 x�7 4q.E 189 7t.e Y�7 41.6 1B6 1Y.4 2/7 3BA 781 T6.] Y17 38./ 1B3 21.i Y�7 38.1 7Y7 1l.B 247 98.1 1B7 I&4 N7 78.1 183 m M O � 60Fn 1E.� P00 H3 170 1Y.0 200 35A 168 27.4 200 31.5 7B3 21.0 200 YE.B /60 21.9 200 27.1 15B iB.2 200 46.9 157 IGO 200 75.0 158 � � J pN 13.1 181 �7.3 13S Y7.8 7!1 30.3 167 2J.7 181 48.9 U9 2D7 181 R�.3 146 1fl� iB1 �.e 1M tb.e 1E1 21.7 N3 � _ � _ �Y � � � eelo 2AE 166 30.8 N2 21.0 1W 26.1 1�8 2Q8 1� 13.1 17B iB.O 1B5 21.0 134 z o �y �'G uJ 5 �W 77M a�2 f31' 23.3 77U 18.6 139 tY.B HB ISB 1]9 17.6 118 � �� 78In Id0 I7S 19.T 109 16.T 11D 18.0 f07 U �Z J � r �ae� izs ne �es �a ~ � ¢ N o TABLE 18 ANCHOR CAPACITY ADJU&TMENT FORMULA: ~ � Z MchorCa cl Table ba ANCHORCAP.,,,�,� � �� SW�slmle 27kComMe 3.SkCaw. 7hAwiCA7U FaledCMU P7 aoG Wetsl (��)X( )=ANCHORCAP.,,,, W , y�g•pw 1/PSSEieo 5I76'Elm vPSSEko tNOstee� ��2Sten �i2sied MULLIONCAP.,,,,,,,,E x Anc�orCllpPattems ^'�01n'�� y��'�`owmcon w•ekoupmcm 3�iB'FJCONYecm �1a•�oou�traem f• � c� � y �W,xqi qp�eDetor unmwn ApWUGator screw(cs7 saex(G� screw�cs� USETHISFORAIULATOOBTAINTFIE'ANCHOR Edpa qqence(Nt �' 2-�2' 1' 2-�rz' %ve' r x-ve' i' z-�2� 2' 3ue� r oaa� 0.5a' a,axn� CAPACITY REQUIRED'CORRESPONDING TO AN V X Q ?� Emcnimmim 1-31P 1•L4' 1-L4' 1-9l4• a t-fa� f-trq• tatP t-vP t-va• 1-174' z faia tata' wnea ACTUAI.PRESSUftEREQUIREMENTFORl1iE Q � Z O O x n�na�s�a.is rnm.o.c.rsienaem o�ooae�aiy�q.ik aeu w aao ro, nso wa eoo ies �ea ms Tro its Yeo Ibs 75a�s �eo ws �Ta im ba i� e�e m� s�+w �4z im s5o es OPENMG.WHEN IT 13 LOVJER THAN THE MULLION 6.-6� m� N �pMnwe�t.ts Mm.o.c.r s�onaaa(or oe�.q atp�b•sk aeo a, �m ros wp wn wa nra aeo ms wa w� wn wa wn sez� ees ms nm ms CAPAGTY(FROM THE TABLE)OF THE SELECTm �P � �a�� C AncAde��'EUn O.G I W a5 Arde C6ps I(H0.7Y Tev cs �eo ms aeo ws i5oo ise �ees w wo b�. ceo roe w� �so ms �ae im eeo ms -teez ics eez ios eas iw �+m iw MULLION.IT W ILL YIELD A M WIMUM ANCHOR � g -� -� 2 Mc�are�0.95'Mb.4C./Ul�p,Into.l]5'Mwn.(Fb.4} WA wA WA WA WA IllA tUA H�A WA !UA tVA N1A WA NIA T15 ms CAPAGfTY WHICH MAY BE USm TO QUAL.IFV fnnehwlFcuD(F�a�sR tBSms 195Ws tT5165 46516a Ba1Cs 1]31Cs 7�OIbs 1771Gs ]7U� 187Wa �3tIEs 079ms 170Ws ]211he E801Es ADDRIONALANCHOROPTIONSFROMTHE 2Mc1wrs�1.15'MIn.O,CJWpffq.sk YCOIM SSOIDS NtA WA WA WA 1GOBs WA WA WA N/A MA 5atlos M21Eu SBOM NNCHORCAPACITYTABLE. - NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOft VALUES AS THE STANDARO CLIP. FIOURE 1: FIGURE 2: TABLE NOTES: . • . • PRODUCT REYIS6D 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TA9LES AND SHEET 25 FOR INFORAMTION ON LOADING. as mmplYine��Ftori� � � SEE SHEETS 2•4 FOR GENEt2Al INSTALLATION METHODS. --1 1.000" r+- [3uilding Codo � AcceDlatcoNo Yo•OZ 8�� 2)LINEAR INTETIPOLATION BETWEEN MULL LENGTHS AND/OR OPENING YJIDTH3IS ALLOWABLE. r e 'va�i n pafe 1 FIGURE 3: �Y 3}MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE,FOR EXACTDIMENSIONS,SEE SHEEI'S 21•23, paiemi o P�oduet . • • � � HOLES TO BE DRILL£D IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2,000' FlGURES SHOW SUGGESTED.APPROXIMATE HOLE LOCATIONS. II ��, ��1�YNN A1/� ��i� ANGLE CLIP MUST BE USEO IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CANFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLm L ` �. • •• �F . CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL BE PRESSURE-TREATED r `�,�1�'`>CE'NSF :Q;C!i FIGURE4: FIGURE 5: FIGURE 8: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMWUM SHALL BE 6U63T5 ANU BE A hI1NIMUM OF.125° � ( � 1°X2'X.126'MULLION ��r:� Na.54705 � . � � • HE MATERIAL!NKO&N72 ANCHO�N�TO WOOD MAY BE STEEL'F18•8 6SADR 4 O�SSCREW 7}iREAD BEYOND = _ J ;-�.�� ./ !'� � w� l� ' �, 5'S�Of �: %�C'��'•..FCOR1o�':•'�1C7. �"'�'S''�44�'��'� A.LYNN �R��'.E. FL P.E.#58705 -