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- - - --- - - -- - - -- - <br /> ---- --- ----- - -- --_- - - - - - <br /> TABLE1A ------p��fe � -- <br /> Mullbn C ae[ Tabie IbaAt' �i�� u <br /> Opening4Yldth((orveNeeiysparrirgm�f(or�s►orOpaningNelght(tothorizortalryspamir�rmiore) ���� � <br /> SON 6aln 7ob AOb 9oin 100N 1201n t101n 160h � o <br /> Hec�enylor Tmp�111�enp. ReqonR�m 7FaqIH�& Ra�et�gulm TnPrtrb�. Red�p�W Tmpl7Mmg. RectcngUer Treplhlen5 Re�lsnAdar TnM�& F�edmg�d0f L91��& RM^n4�u T�eP�e^4 ReahngWu Tnp/T�tenp, pQc � <br /> 1 x2x.126 loedG9 Loamnp l.ondn9 LoaBn9 Lmdne 1m�9 Loadure loeGinH LaaOnA �c Loa�n9 tondng Loadn➢ LoadnB Lonana load`g Loemnp Loawg oy i V <br /> aur�.r�ne ,� ,� ,� � � � � � a � .r. � � � � �',. � F F €.. �' ' � <br /> .��,��on � �� � �� � �� h �� � �� � �� 8 �� � �� � � � " � �� � �� � �� � �� � � �� �� � m <br /> � � �� � � � � � � � � �� � �^ �� �^ � �^ � � g� � �� � �� � � z ��� W <br /> �� �� �� �� �� �� �� �� �� �� g�. �� �� �� �� �� �� �� ��. �� ��. �� �� �� �� �� �� �� g� �� g� �� ��. �� �� �� <br /> o �42h 111.f 100 178.5 372 07.2 �08 115.3 325 78.8 {OB 707.8 J21 fi9.9 {OB 101A 719 621 A05 101.0 ]18 fiAB J08 101.0 718 te.6 402 iW.O 719 59.9 108 10/.0 J19 75.0 �OB 70{.0 JI9 J W <br /> J <br /> /EM 7�.8 S12 63.8 258 6L� 717 77.I 252 53.6 �t2 67.0 2�E {B.e �12 812 2/B �1.8 912 67.3 2N J7.6 ]I2 61.0 21� ]12 �42 8{.0 2H 28.e 712 81.0 2N T3.4 312 61.0 2(� � � � <br /> fi0.6281n B7.Y 281 7Q6 131 W2 281 81.6 228 �SB 281 65.7 72{ 39.B 1A1 521 �t2 ]5.6 201 Sp.t 720 ]i.B ?Bi IA3 218 Z6.8 281 19.7 Y19 22.E 2E1 {9.3 219 ZQO 281 �D.3 21B W o o � <br /> r�Fp S1h 6f.8 2�7 67.8 207 17.Y 2�7 �9.E 3M 37.8 7AT M.E 199 �2.9 2�7 41.5 188 2&2 247 38A ief 26.3 2{7 3EA f03 21.0 217 3B.f 187 �e.e 2iT 3H.1 iW 18.4 Z17 ]E.1 tYJ m � � <br /> a W b D6.1 200 �1.2 170 32.0 400 35.4 16E 27.4 200 71.5 181 2!A 400 YB.B 160 21.7 200 27.1 189 18.2 200 25.0 157 1&0 200 16A 188 F-' � J <br /> J 63hi �1.1 1Bt 35.J 1$ 47.8 1�1 30.3 IS] 23.7 181 ZaB tIB 70.7 tEi 21.6 116 18.� 1Bt 128 Il1 1B9 1Bt 21.7 113 = � <br /> E WIn 2E.B 165 368 1t2 44.0 i6S 75.1 139 20.8 1fi5 211 iJ9 1E.0 185 21.0 131 Z �� � � <br /> TLM T22 f]9 29.a 120 IB.S 1]9 iB.B 1fe 16.0 170 17.5 NB � �� �L �W <br /> 78In IE.B 125 79.7 109 15.7 125 18.0 107 J �� � �Z <br /> Q J 'd <br /> 701n 17.6 iiE �e.a 104 f� � � � <br /> � Q N p � <br /> TABLE 1B z <br /> ANCHOR CAPACITY ADJUSTMENT FORMUTA: � � Z co <br /> AnchorCo ocl Table Ibe (A N �o� <br /> 6uea�m�c 27k commte 3.5k oone. Haax CMU F�ea ctAu PTwooa �y� (ppp X ANCHOR CAP.,,„,,,,,, qp�CHOR CAP.,a f� o � <br /> 918'EICo 7l4'68 Eko 5J1C Elco 1q'SS Eko Y7031ee1 {I2SIBe1 Y72 SteeJ ' �MULLION CAP.,,o,,,�� � X <br /> Af1ch0l TypC 7I1B'ECo UUecon if4'Eka UNxm 3I78'Eko UNeton 1!4•EloO UIVaCon <br /> AnchorC11pPaftema umacon pyeece�rc unmeon nwrewt« Samv�a5)6ucw(G5) saow�as� USETHISFORMULATOOBTAINTFiE'ANCHOR � N � � <br /> Eope Wmmo(Ht 5• 2-�rr 7• 2-ta� S1ro• 1• 2•vc r 2-t7 7 rt� r o.4e- 0.5r o.326• CAPACITY REQUIRED'CORRESPONDING TO AN U a � <br /> 5 >( � <br /> Emeehnad m t-31P t.31P 1-3IT 7-37P z' t-�N' t-tA• 1-v4• t-1l1' 7-va• talY Y t�IB' ta�a• imes ACTUAL PRESSURE REQUIREMENT FOR THE Q O O <br /> 4Arolms�{.75'MIn.O.C.ISlendaGa00se1c71Dffq��7 aeoms �eows awm� ano�� +eaaws noi� zao� aum �aws aiame ce+ies e�ems x�w �+x+� csomy oPENING.YVtiENITISLOWERTHANTHEMULLION a�� zm0 O <br /> �n�nas B i.u�Mm.o.a r saneda(oramoq c�q�p.2k 4so m. �oo� wn wA wa wa aao ma m� wn w� wq wn se2 na e�ie+ nzo ws CAPACITY(FROM THE TABLE)OF 7HE SELEC7ED �� � ���� <br /> a nn�nm 3•�n.o.c.i Q�a5 aq�e crPs i�b.ak 780 ros 7eo ws eeo tm iseo ros �aeo iw s�o ba seo ros wn 7so� 7te im eao ms tes�Ics se2 ns ea5 im tizo ms MULLI ON.IT W ILL YIELD A MMIMUM ANCHOR � <br /> 2AncAae�D.4S Mm.O.G 7UUlp,h1o.125'Alum.lFy.4} WA WA W� WA WA WA qlA N1A WA WA IUA WA WA N/A 715 Poa CAPACRY WHICH MAY BE U9ED TO QUALIFY <br /> f nrwnor�F�m ffb.6C �os� iss wn aas ws aa5 ies exz ma ias ms ��o ms fn ros �roros �e7 ma aa2 wa 473@a uo ros n�im 7eo ms Ao�ITIONAI ANCHOR OP710NS FROM THE <br /> 2Mcho�a 1.15'MN.O.C/Fpbffm.8 240W 3501b5 WA WA WA H/A IODIbs WA WA WA WA WA 3711ua 9121p� b80bs ANCHORCAPACINTABLE. <br /> NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STMlDARD CIJP. <br /> FIOURE 1: FIGURE 2 TABLE NOTES: <br /> • • • • PftODUCIRL•VI56D <br /> • • 1j SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TA9LES AND SHEET 25 FOR WFORMATION ON LOADING. oa mmplYing with thc Piurnb <br /> SEE SHEETS 2-4 FOR GENERAL INSTALIATION METHODS. .� �,ppp� � �uilding Codo � <br /> AcceDlmia+No�v'OZ��� <br /> 2)LINEAR INTERpOLATION BETWEEN MULL LENGTHS AND/0R OPFNING WIDTHS IS ALLAWABLE. � ei 11°�' �0 � <br /> FIGURE 3: p <br /> 3j MULLION AND MUlLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. M���� a p�� <br /> � � � � HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 27•23. 2,OD0' <br /> FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. <br /> \�� ip <br /> ANGLE CIJP MUS7 BE USED IN PAIRS. �25� \�� j1�.`(NN n11CC i�� <br /> 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIPICATIONS.HOLLOW M1D GROUT•RLLED ` �\ .. , F,p �� <br /> FIGURE 4• FIGURE 5; FIGURE 6: CONCRETE BLOCK UNIT(CMU)SHAIL CANFORM TO ASTM GflO.WOOD SH/U.L 9E PRESSURETREqTED \\`,��..•\�GENSF •, 'C i <br /> • YELLOW SOUTHERN PINE WITH AN SG OF 0.55.AIUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF 125' � <br /> � � � THICK.STEEL SiUDS TO 6E A MINIMUM C�RADE 33 AND.045'THICK(78 GAUGE�.STRUCTURAL STEELTO BEAT 1"X Y X 125'MUlL10N -5�_� No.587�� _- <br /> LEAST.125'THICK AND A30.ALL ANCHORS INTO METAL SHALL EXTEND qT LEAST 3 SCREW THREADS BEYOND � <br /> � � � THE MATERIAL.#10 8 Nt2 ANCHORS INTO WOOP MAY BE SiEEL,18•8 5.S.OR 410 S.S. _ ;/�i„ � f� '� �--� <br /> (.( � w.- <br /> ���'. �- <br /> �'A • S'i�E�f Z� <br /> .C�C.. FIOR\OP•' \�.` <br /> /////S�I'1'1Y�\'�``: <br /> A.LYNM� �R,A.E <br /> FL P.E.#587Q5 <br />