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<br /> sam aom �au, eoa� eou� taom tzom uom �wm �� o
<br /> Rochnpaor 7maM�o. Rx�agWaz 'LeaR�ie�p. Racfu�a�dar naNtnere. Raelanalar 4saf'IH2ne• Rec+m�War nap�utmv. aec�angdu 'f�w+s Rnotm�q�rAa T+ay7elena Rcata[zgdnt 'UnpTAeia aectnwSa 'fr�Jfdm�g. a tu-,.
<br /> 1"ft3.42b" lAflCv1C Lcstan9 laa�8 losdiW loadn8 Loe3ig loadn0 loadng loa�t�6 loadnD Lat6si0 Lou�M lnaditg Loadn9 Laebn9 Lua6ry1 Loedn9 I.oa6n0 sx �
<br /> .600"Alum x x � r ,�r '�.-. � a �F� a .8 a a ;� � a ,r� � r a x, ,� �..
<br /> �r�,e•nwu �' �� � ��' � �� � a� � �� a e$ � �'� � �g � ��' � �� � �� � �� � �'g � ��. � �� � �� � ��. � �� rv k
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<br /> l2in UO.0 829 17Q0 C35 1'J�.O 714 170,0 �7b 17tl.0 E86 170.0 508 IT6.0 BB2 17U.0 61U 1T0.0 t5i8 4TO.Q 52t 17R0 i214 17Q0 521 170.4 1486 570.9 62f f'MA 17J5 770.0 BZ7 154.� 1� 1TQ0 52i J W
<br /> r9N 770.0 708 170A 4� 17J.p 850 170.0 SBl 770.0 DB'L 1]0.0 WO 170A STS3 170.0 881 1T0,9 12I5 t70.8 877 f70.D Stt7 l70.Q 880 16J,7 16T7 1T0.0 6E0 t�5.1 i5/T I70.0 B80 �19.2 15TI 770A WO � Q,-�, �
<br /> W,8251n 170A 747 110.0 50.1 170.0 08B 770.0 631 170.0 70/8 17Q0 68i 570.0 1185 f70.8 i7! AU.O t315 770.9 747 570.0 i184 i70A T58 1�t.7 149$ 170.0 758 1215 1�95 17D.0 7L6 10E.3 14Y5 170.0 758 � 0� (,
<br /> Slin 110.0 T87 17Q0 E�$ 1I0.0 950 770.q B81 170.0 1118 iTQO 75i fiOA 1175 178A B03� te8.1 t�t t70.4 89T 1+49b 14Q! 170.0 8� 1TA.0 i191 l7Q0 C81 iW9 1401 17D,0 Bbl �.4 1401 170,0 fiBt � � ~
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<br /> 90In 170.o B85 17a.0 701 17oA 1067 17Q0 787 159.5 H68 170.0 QT6 738.� 51SB 767.0 82d t23.3 iti6 758.5 617 !1l.0 7156 1497 970 926 1156 144.5 99� 70.� 1158 14t.5 903 e&4 iiS9 1445 BDa � �
<br /> ,r B3N 7T0.0 G3D 17�-0 745 139,6 1048 i7D.0 B5� 1�7.0 1018 155.6 B86 N6.8 1949 tit.T 818 tOB.S t6i9 15�.4 636 85.9 1449 125.5 62b T&9 1WB tlfl� RN @9.5 164Y 118,8 B18 69,9 104B 11E.B B1B � �� m �
<br /> y 681n 168.0 B55 170.0 78B iJ8.0 �.5 iS1.3 801 110.1 064 tdlT 7!8 1G92 456 12l.i 715 829 4T3 N28 763 83.4 965 108.4 757 8&5 855 b8.8 749 58.8 B35 80.7 T�B 52.1 B5S AC.7 74B Z ti1 g �
<br /> j 72N 128b 'B03 134.0 8p7 107.0 803 f1.A.9 882 91.0 LIX# 101.1 8J0 86.3 �3 81.2 859 71.! EW 83.5 849 84.2 E03 78.8 942 5�.6 803 722 932 45.9 Q07 &9.B 87b 10.1 803 88.7 827 � US� > �z
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<br /> � 70h tU9.2 721 114.1 82B 01.0 l21 87.0 BiB I&0 721 d5.i 805 86.3 72i 76.fi 695 80.7 72! IQt 588 5l6 721 &5.4 STB 45,5 721 58.4 S6A �8.0 Y21 58.tl 561 5l1 721 68.f b87 ,,"1� J �- .y
<br /> 7EIn 101.0 BM 105.4 59B 8/.2 B64 BV.4 SH7 72� fiet 78.4 i7d 89.5 G6i 70A 587 58.1 684 84A 554 5U.5 864 68.0 551 l21 88� 54.1 S{I 96.1 6BI 51.1 538 31.8 E81 50.0 511 � ' � �
<br /> 55 � Q N O
<br /> BO tr� 65.0 514 67.9 /58 64.8 514 51.� 418 tTA Si4 56,8 N9 45.) 514 N.8 433 38.fi 514 �Q.S {27 a.Q 514 ST.9 421 27A 514 �.0 N2 ?Jb 574 3D,i JOB 20.8 51; �9A iGt r �f7
<br /> 861n 54.Y f52 55.7 /04 132 i52 i1.6 388 36.7 ii2 10.9 bD6 38.9 452 96.� 3&I 3Q.4 452 �29 318 27.t 452 39.5 373. 228 452 ?b.e JOS 18.4 152 242 359 58.8 452 22.8 S54 N �G ���O
<br /> 1081n 38.7 357 98.8 3!2 31.7 357 32.T 31J 271 35T 28.4 3f2 2�A 357 Y52 3� 2L1 357 ?27 30. 48.0 55T 20.8 2B9 1S9 357 f&0 ZB3 13.9 957 19,2 2B7 77.8 357 iS.O tE3 N �
<br /> 1111p 35.1 310 95.9 � 2D.2 338 34.1 361 25.0 338 28.t 286 2i.9 338 23.1 2B2 19.5 338 20.6 289 17b 336 10.0 4B4 14.8 318 yB6 2l8 12.4 3a8 14.0 273 i1.0 33H Y3.8 269 X X
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<br /> 1201n 9.7 28B 282 267 1a,1 269 2a.7 2i8 iY.6 289 �.6 2C�6 47.3 2ec t&5 252 15.5 259 19.3 2/9 73.9 �9 14.0 298 11.6 2A9 126 210 B.8 2EB 11.1 230 8.7 2D6 iD.4 282 () r Q', a O
<br /> TABLE 56 pNC}fpR CAPACYfY ADJUSTMENT FORMULA: � ��� N
<br /> �� � �x0
<br /> pnchor e S�3e�a ANCHOR CAP.,,,,,,,,,, .�
<br /> a�e znccaxtde ssccmc. nmow Fweu[aau vrwmn r.t� tDP)X( }=ANGHOftCAP.,,,, � -� �
<br /> yic�co tri•ssFto St+eF)co vs55F3w asOSted inzsttet m2steG MULLIONGAP.,,a,,,,,,
<br /> MehorCllpPettem� ��� ���D�`sm va�eeouxw�en urt�� ytC¢uouWam t�4�F�cotlnrscan �,�or ueraem nggrt�v s�rew�cS�Serew(c,ry Scre+(c� U3ETHISFORMULA700BTAINTNE'ANC}iOR
<br /> Eage s�arce� P 2-�rz r 2 vr »rr t� 2•ur r 2�vz 2 a�� r o,ne• os�a� a d� CAPAGVTY REQUiftED'CORRESPONDHJ�TO AN
<br /> emtcanmi n �aw• �am �ara• fa+a� r �-u�• ��vr �•�a• 5•w� ta�a• t-vr 2 �aa� �ars xiies AC7UALPRESSUREREQUIREMEN7FORTt�
<br /> 2ancroo� 'rs�no.C.�s�xroamarometcep�g.� sroios 3oora �'oms emc,s + uss 278bs 2�us ms au�m ar ws astws wsms �� � to� ,a5ums OPENING,WNENiTISLdVJERTHIINTHEMUt1tON
<br /> 4AfLlrors�1.16�MhO.G/SSan�tO(orOiRet)COp�.'lz iB�Wi 77DiW N� %A NN NtA 98]mb NN WA WA WA WA 682�8 BB5Va 172]1O5 CAPAC{TY(FRL7MTHETABI.E)OFTHES�CTED
<br /> anrcrors�.�Mno.c.r(�F�sa+g�ec�sr�+gaF retrws tauun seama �smoe +eosm� snoos smm. uw �m 7asms amas �s�ms pszos es5� itan� MULLlON.ITWIf.A.YlELDAMINIMUMANCNOR
<br /> SAIchoCJ�0.i5'MIn.O�C.lU�C9p,lnlo.i75'Num�q.4X N/A WA WA WA N7A NIA WA NtA WA tUA HJA WA NtA WA to73W5 CAPACITYWHICHMAYBEUSED70tlUAl.iFY
<br /> t nrcnorr Fcup�¢5Z ta5ros tes ms rc ros aas 2s an m tasms t.n cxi �77 es a7oirs ta7 ms sre ioa a�s ias ttoo� �s aso ma APDRIONAi.ANCHOR 4PTt�1S FROM THE
<br /> 2NItMsQt.tYN1[aQCIF-G � ?AO&s 3:OIbs !UA WA lIIA N/A fOUPn N/A WA WA 'WA WA 3diWs Ai2Hs :6d¢a ANGHORCAPACITYSABLB.
<br /> NOTE:FOR SHE OFFSE'1'GIIP,USE TNE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP PRtNriICI'RGVtS6U
<br /> acemn�lyiug w"skhWaFittt6�
<br /> }»5.0�'«.1 �uilduiS(:ode ( 7i1�.0�'
<br /> FIIXIRE}; � Fl6UR@Z TABLENOTES: H�'�ratlonDale �� ?,021
<br /> � � � � 1)SEE SHEET 1 FOR�1STRUCTlONS ON USING THETA9LES AND SFEET 25 FOR INFORMATION ON LOADING. [ty
<br /> � � SEE SHEEf5 2A FOR GENERAL INSTALI.ATION METHODS. � �p��
<br /> `��tiiltt7a!
<br /> 2}�WEAR 4NTERPOLATVON BETWE�N MULL LENGTHS ANDIOROPENING WI[ITH51S AL,LOWABLE, y��, ����C�� fl{IF��r�
<br /> FIGUqE 3: 3)MULLION AND MULLION CL1PS SNOWN ARE N07 TO SCALE.E6ft EXhGTDFMENSlONS,SEE SHEETS 21•23. ��'��, '�,�GL-S4Sg �'P �
<br /> HOLES TO 0E OR1LlED EN TfiE FtELDFOLlOWING DIMEN810NA1 RESTRlCTIONS SHOWN ON SHEEfS 21-23
<br /> � � ! � Fl6URES SHOW SUGGES'LEp,APPROXIMA7E FiOI.ELOCATIONS. • i;;. - �.5fS705 �k '=
<br /> ANGLE C41P MUST 9E USED W PAtRS. d)SUBSTRATES:t�FSCRETE SNALI CONFORM 70 AG1301 SPEC�ICATIqNS.NOLLOW ANU GROUbFILLED '�� 1 " �'•-
<br /> CONCRE7E 9LOCK UNIT(CMU}SHALL CONFORM TO ASTM G90.WOOD SHALI,BE PRESSURE•TREATED � '•'C1..� � S 8'�:'t��
<br /> FtGURE4: FIGURE5: PlGURE6: YELLOWSOUTHEF2NpWEWfTHANSGOF0.55.ALUMiNUMSHALL8E6D63�7bANDSEAMiNiMUM OF.125' %'��� � �
<br /> 1'X3.i25'X.5"Ait7LttLNi ' (� " S�AT� ti`
<br /> TH�CI4STEELSTUDS70BEAMINIMI}M6W+AE33AN0.645THlCK{'18fAUGE).STRUCTURALSTEEl70BEAT r /�� . r•4�R�ot*'G
<br /> � r lE/�£5.125'7HICKANQA38.Al.LANCHQRSlN70MEl'ALSHALLEXTENDA7LFAST35CREW'fFfftEADSBEYOND tt'1+FMUWOH) �j�s , ,_„ . �`,�;`�
<br /> � LL.Jl�.._J � Tk{E MATERIAL.p10p ANCHORS IN70 WOOD MAY BE S7EEL,1&8 S.S.OR AM1D 5.5. ���fJS�GI�I F\��z���
<br /> A,LY�IN�MILLER,P.E. I
<br /> FL P.E.#5BT05 -
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