|
i ---- _.
<br /> 7ABLE 2q
<br /> NkiUton Ca ec Tab10 balft
<br /> �r� OPenlneWtdfh(Iorvert(ra •s emyngm�ons)ordpnningHetght(torhortmnte 0�� " �' '
<br /> aam Tom aph �f'-SPem�lm�iloris] ��� u
<br /> Roalnn0ulu TrdpTAary. RaUanlWy Trzp?rlup. R BOIn 7GOIn �s„
<br /> �%'1 X.3TE LAatlioH L�+mqi13 Laad�Y I,pafirtq �tl��r T���. ftaCta�610at TaWflkng. RetlenguFef Tiep!Bia`Y. Rcotmgu�r Tm 12U In 754171 typ� 4°�Gt�
<br /> Atum.Tube `� ��D t�� LcaL�} Coa9rg ioacing �p� �'�r rrn
<br /> pT�vq. Rate�War TroPTrle�p. Rttlagular TrapTt7a�8 p
<br /> Muiiton '�.. �'a �., �e toenre ca� tmdre toaarre �p,� d
<br /> � �� � �� � �� � �� � �� � �� � �� � �� � �� � �� � �� � �� � �� � �� � � � a � � �����
<br /> �� �� ��. �� �� �� �� �� �� �� �� �� �� �� s� �� �� �� �� �� g� �� �� �� �� �� �� � � � � � .�� � � �� N
<br /> nzm �ro.0 axa irao .Gas tc�.a ssz �raa ara �as.v sr� vo.o saa a�a.a asz �ss.s s�e tao.e � t�e s�r eaa sez �bae s�� �s.i ss� �sa.a ��r �.� �� � �y� �� �� � �y� o m
<br /> � ��z W
<br /> A81n �2i.6 6p7 t36,0 118 101.4 507 119.2 �t0 88,0 507 f08.7 41}3 iQ0 6Q7 1D28 389 B1.6 5U7 39.6 347 B48 'wW 88.0 S98 SJ.T 6qT 9&0 298 a36 58J 9g.0 396 38.0 FaT pg.0 � �
<br /> 6U.6251n f03.? 458 tt4.8 3te s&4 Q �,
<br /> bitn 85.-0 400 W,7 39g 71.2 1pp 60.9 3?g 61.D �1W T27 322 SAA A4p 87.� y,tg A7.S 100 81.4 315 627 606 62,3 3ta 35,8 dW 6f.E 39t3 305 q00 87.8 J73 2p.T 4aU O1.B 313 � �
<br /> 110.0 d68 224 458 8d.0 358
<br /> � 90M 82.3 32t G8.9 278 61.0 324 b7.S 3'ID 4d.5. 31A 5f2 26C 3&8 3l0 i8B 2A0 3A.8 7N 4J.B ?3� 31.Y 321 A2.0 265 � (Y� W
<br /> 631n 530 �99 STA 1'32 4q.6 II94 �&2 246 39A 26A 32� 40.5 453 71.T 3Z4 1Qfi 253 'i9.5 324 40.5 253 m �� �
<br /> � 6$in dBE �68 SB.6 ^.36 38.0 268 d24 225 JJ� Te� �7.5 �t 2d.4 260 341 210 48-0 298 31.6 � 21.4 Z68 2R9 27�2 195 268 28.0 2/n tCJ 2G8 277 ZOB 74.6 268 27.7 �qg =
<br /> �" C� �
<br /> � 721n 36.0 m v.c 18& 310 225 322 f9! 25.7 74"'i 28.4 764 ?1,b 2Z5 258 105 20.0 7B. 23.b i82 180 71� 7tt 1� 16.0 S25 2p.3 177 728 ?26 1&8 1J6 tt,3 22y 1B.8 776 � �
<br /> 7Bin 3p.0 2D2 32.0 177 26.b 202 R7.2 1T3 21.9 2Od 23.8 1T0 78.2 � 21.5 18T 17.0 102 18.7 t45 163 � fe.4 tp 128 201 �&7 tBb �0.9 p2 15.8 t58 8.6 11R tS.B 15B � �� � �
<br /> IStn 28.3 f82 2&g tga y.6 tg2 25,y 185 2pg !02 22p t� 17.7 192 18.7 1SB iS7 1B2 18.1 u7 1;.2 1B2 18.8 13S 1L6 1B2 15.2 Y62 tU.t 1B2 144 16P 89 t� M.g tsp � �� �
<br /> 80(n 1H5 14d 19.0 128 1S4 /q4 16.1 728 � ��o � "��
<br /> �
<br /> 66N ffi2 427 i5.8 153 Q J � �
<br /> 7ABLE 28 - Z � "� N a
<br /> kQ- � "' co �
<br /> MchorCa al Tabb Iba AMCNORCAPqCITYADJUSTMENTFORMULq; N i,�"j� ��o�
<br /> SubsWb: 27NCamc24o aStCm¢. �
<br /> naaar c6tu Fa�ca cntu pr WoaQ rANGHOR Cpp.m,,,,,1 W
<br /> McdorCllp Patteme ancror�Yce• arte Etw uamcon va•eko tmreca� srsc aco vr ss E�co uis�Exo ue ss Eko R�o s�eal �iz steel af s,�teg t��i x`���^'- ANCNOR CAP,,,,, X
<br /> u8w�m y���ooUttrecan 1!�^Eloouwacm� MVLLIONCAP.�o.....1� � N Y
<br /> E�a btstaryce PnY. t• Z-tm t' au2' atre` �� AG9+e(�eta tntra�on AopeCelv Scrcx(CiS)Suev+(G57 somr�G5) USE THlS FORMULA TO OBTAlN 7HE'ANCHOft U � !x
<br /> Embedmen�(tnl: i-Yi' 73IP 1�34• ta�4• Y42' 7` 2-12' i Y1IB* 2 nA8" 0.54' 0.321` CAPACITY REQUIRED"CORRESPQNQING 7Q AN � r" a � O
<br /> z�p a.is�Mh.o.C. stencqm orwae�ap+ .t k aso ue aea rt» a�o rcn ena�, r f-ur �-v4• �-fr�• �-vr �-v�� f-va� r �ara� ta�8� w�res ACTUAL PRESSURE REQUIREMENT FOR 7HE x
<br /> IMCICM9Q1.t5'MRO.G.ISIMOafd(arWheIJCUPI�l1.2): IB066 7aAi Nra taNroo �70w. 2soros autns 7tOnv a7��ba be��s atstCa aatw a4z�w 5aam,, OPENWC,.WHEN(TIStt3WERTNANTFtEMiJt,CtON �� N
<br /> �AaoAau�3'Mn.O.QlCtl'd�5qnplelylpsll�SaY 7B4bs T60166 88UIts t� t8s6Ds Ofbs £QDNa WA T60bo NBtEs �a � ��>0.
<br /> WA es�tps ie5t6s n�otes CAPACiTY(FKOMTHETAHLE)OFTHESELECTEO �^ ,� ^�
<br /> 2^m�«s�oas•t�fe�.o.c.tut�y.�nta.t2s•awn.tFq.a) nr� wn wq Hm NtA �m' ���� ee2me easibs it2qros MULUON.�TW�LLYIEI.DAMWIMUMANCHOR � ��
<br /> tnnchrrJv.atPi�a.`+t. 195ms tes�es y�� qi�y w� WA wA N!A WA Wq WA MM NIA >15ros CAPACITYWHICHMAYBEUSED70Q1L91.IFY
<br /> 2h,xnan t.tsnen.o.cr en�ba 135ms ua�bs �irros a7oms ie7�Es �i� ma�to n0bs a2tWs 2eoms ADbITIONALANCFIOROATlOMSFROMTHE
<br /> NpT6:ppR TH@ OFFSET CL�p,USE THE SAM ANCHOR PATTERN AND ANCHOR YALUFS qg 7HE STANDARD q_Ip �A N,A � wA � ��� ���
<br /> 560 ma ANCkOR GMAGTY TRBLE.
<br /> FIGURE 1= FtGURE 2:
<br /> � TABLE NOTES:
<br /> • ! * CRf?RU(,7 RBYL58p
<br /> -_ • i 1)SEE SHEET 1 FOR IN57FCUC710NS ON USING THE TA81,ES AND SH�ET 26 FOR INFORMATtOA1 ON t,ppp(N�,, 'u�A�"A�Y�sB u'+��hoFtadlt
<br /> SEE SNEETS&4 f�OR GENERAL IN&7Atf ATt(b+J ME7N4RS. nuitai�coda
<br /> --� i.00a r.- a�se�u�,,,rb/ -p .p�
<br /> Flf3URE3: �� 2}iiNEAR INTERppLqT10N BE'tWEEN MUL!LENGTH3AND/OR OPENING WtDTHS ISACLOWABC.E � �pi���a l�i�
<br /> 3}MULLION AND MULUON CLIPS SHOW N ARE NOT TO SCALE,FOR EXAC7 DlMENSIONS,SEE SHEETS 21-23. �Y
<br /> � � ! � H�LES T4 BE DRILLED 1N THE FI@Lf?FOLl.OWMG 0lMENS10NAl.RESTRIG710NS SHOyVN ON SHEETS 21_2g, M�` r�t
<br /> FIGURES SHOW SUGGEStED,pPpROXIMATE NQI.E LOGATIONS. 2'�� <<<+
<br /> ANGLE C�tP MUS7BE USED IN PAIRS. ,`�titi�,�p�Y �YNN��r��r��
<br /> 4)SUSSTRA'TES;4pNGRETE SHALL CONF6RM TO ACI 3p1 SPECIFICATtONS.HOLCOW hNp GROUT-FICLED
<br /> FIGURE q: FIGURE 5: p�GUR�g_ CONCRETE BL,OCK UNIT(CMUj SHN1.CONFORM TO ASTM G9f}.WppD SFiI�L BE PRESSURE-TRFA7pp "375� � �, �,G��S (`� ,
<br /> � � YECLOWSOU7F{�NPWEWITHpN5GOF0,5S.q�UMINUMSHALl9EB063-T6ANp8EAMlNIMUMOFt25• '�' h?`P •� fi �',^� %
<br /> � THICiC STEEL STUDS TO BE A MINIMUM GRADE 33 AIUD.045"THlCK(78 GAUGE).STRUCTURAl.STEEL 70 BE AT ho.56'V5 ��!:
<br /> � � • LEAST.72b'THICF(qIJDq3g,qL�pNCHORSWTOMETAlSHAI.LE(TEN4A7CEAST33CREWTHREppgBEYdNO ��XTX.376"MULl40N - � �j." �
<br /> THE Mp7ERlAL#10 @�{!12 ANGypRS IN74 WOOD MAY B�S'fEEL,tg.g S.S.OR 41p S,S, ='U � '^ � ^
<br /> ��(�� � I'tg � ��uti_
<br /> :<<ti.'�. <oxfp?�. r��..
<br /> A L�NN�M�lsE�p E`
<br /> FL P,E.0 58T05
<br /> (
<br />
|