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<br /> TABLE 8A
<br /> R�ri�ottCa ac Tahts �sltP ���".�� �
<br /> OpeningWidlh(forwrllcalty-aperrinpmulApris)orOppningHelght(forM1OAzoMelly-spatmingrtNARons) ��WWW'y4' �
<br /> SoM Boin 70M 8UM e�in »b+ 126k+ Noia /BOM y�� �
<br /> 1%2.�$i Rec4pnpMU 7kapf7'denq, Reclar�gfder TreplTAeng. Reclarquler TraplTd+ng. PxlenpWar TreplMenp. RxtanpWer Trep/TAny Reohnpuhr Trop/TAetp. Rectanpder Tap/Merig. Reclen{p�ler Trep/Tr�q. RectarpWOr 7YepfTlanB �y�
<br /> .3i6Alum. �O•m�o tioen��v u�u�o �o.mnp t� ia,a�re �w�o �.� tw�anu ��+e �� ���e i� loa� iwdn+o �ru,o ima�+e �oadh+c oy �
<br /> ���„ � �� � �� � �� � �� � �� � �� � �E � �n � �g � �� � �� � �� � �F � �� � �� � �� � �� � �� g LL
<br /> �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� .�� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� � �h�
<br /> �
<br /> Y21n 770.0 B40 770.0 �36 �7p,0 7M 170.0 97B 170a !B! 170.0 saB 17p.0 Bp: ti0.0 BiB 170.0 /11B t70.p 521 170.0 12�0 170.0 6Z7 f10.7 ta0f 170.0 621 727,6 1�01 i70.o 52i tit.b p67 170.p STt �
<br /> 49N tT0.6 TOE 178.0 62J 171i.8 8b0 iT0.6 68f fTb.b 842 17a.0 83p iTp.O 1433 1T0.6 881 161.8 fi� 170.D 8T7 }ag.g ti39 1T24 88D iHI.B #138 tTii.Q 6!4 8T.8 it� 170.0 �D eff.1 1/36 1TOA 8H0 �
<br /> 50.626h1 1T0.0 747 774.0 6B3 17U.0 !08 170.0 &77 iW.B 10J2 170.0 661 149E 1tlJ2 170.0 749 7�0.5 108T 170.0 iC/ 117.� 1032 17tl.0 ?59 97.8 7082 170.tl 769 B9.B 10Jt 170.0 769 7�I tOJ2 '170,p 75B '� �
<br /> lIJ O
<br /> E41n 170.0 7W t7U,p 812 181.5 967 170.0 897 138.R B07 101.7 7J0 12U,9 907 162fr 7Y0 i07.6 9W U6.0 T14 Y@.8 907 191.1 710 60.8 907 U0.0 T08 86.i 9R7 1�6.0 7DB e0.b 907 1i0.0 70D (Q �0,�
<br /> 80M fA7.i 736 t6f.6 828 tt7.8 736 f34.3 8ti t�.8 786 t18A 688 Btl.2 7�6 !SI&.2 690 T!A 7� 99.6 be3 70.8 T9G 86.1 578 6&! 7� 81.6 6N 60.1 7J6 97.9 87� �4.1 79S 91.8 57d '��` �
<br /> .� e7M YS7.B 9ES 790.0 674 10�,8 080 111.6 667 87.0 8B9 BB.B 3�7 78,4 6BB 6p./ 69E 87.7 88B 83.9 591 eP.p B9B 10.b 678 60.! BB8 76.8 6Ri �9.6 800 76.0 621 78,1 B09 76.8 921 �
<br /> e 88M 108.0 807 772.9 672 BB.B B�7 98.1 411 76.7 807 88.0 601 88.2 807 7i.i 19J 66.8 807 71.E i88 63.0 @07 87.8 481 �4.2 8d7 83.1 iT8 97.9 897 82.T 47# SS.i �T BY.T 47A � w� � .�
<br /> j T2M ei.8 SiU !88 N� �.0 St4 TSA �Si 5&.3 70 a�1.3 �N18 51.6 51Q 57.P 419 45.4 610 SS.a �119 40_6 61U 90.0 406 �q,9 54D 46.9 �OR 29.2 610 M.1 888 26.6 61U 99.8 389 � �� �
<br /> � 781n 9d1 �6B 726 �v0 6I.9 468 81.7 892 48.6 46B 51.1 9B5 A�.A �69 /B,B 97B 9&6 46B II.B ]73 34.7 ABB �1.8 960 28.9 169 97.7 3eR YA.B 16B 98.0 86B 21.7 46B 36.7 388 ,�.7 � �
<br /> 7EM 81R �35 87.0 381 596 a�5 E08 77� �8.6 036 av.e 388 40.t 43R M.T 886 85.7 +195 i0.4 366 321 136 38.a 35t 28.8 4S5 31.4 3N 22.9 415 238 3f} 2Ut 485 8T.2 5-0tl � � ¢ �
<br /> 86 py
<br /> 904f �1.6 SRT Y.f.t 2B0 9l8 �7 �E.< 2!S 28g JZT 31.8 200 28.1 327 2�.3 276 21.2 �27 26.9 2Yi 4Q9 927 27.7 28B i7.4 927 I1.d 1B2 7�.8 ffi7 19.3 T8B � � Z N
<br /> YBM ��.� RB7 J5.1 257 YB.1 26T 2B.B 262 2q.e 2B> 780 1�A 21.6 267 18.1 S41 iC.1 IIE) 10.9 2<0 17.2 2B'7 18.� 237 10A 287 1R.B 192 � X� sp�
<br /> �
<br /> tOEin Y�.2 22i YJ,� 708 ](1,$ 7�T 20,8 20t 17.3 22T t6.0 t86 18.Y 227 t8A f96 W �
<br /> ttt Mf 23.3 215 72.7 1W tE.B 2'!6 16,} 101 15.9 Z18 19.5 79E � �. �
<br /> TABLE 38 aHCtroa Ct�l�rn woausra�rr Pax�euca: � Z O
<br /> AnchorCapecl Table(Ibs) ANCHOR CAP,,,,,,,,,,,,, � ���
<br /> Su� e. s.m cawMe a.�conc. Haaaw crau ��ea IXau vT wcoa M�d (OP,)X C >=ANGHOR CAP„,a
<br /> W18'61eo 1!I•SS Elco&1B•81co 1M"88 61ca M10 SIpW Mtt SMM NYR 61ed �u���••M11�" � ���
<br /> AncMrCRpPeRe�m +trrohor'fyw: 9tisHkou�n�af tu'EkouA„ea� �� �IirEwolA�'awn tt4'EtaaUlUacm Agp�eGatm i�wcm AponC+ma s�w{ca6t sa�ew{c�! sarek{Ci61 USETHISFORMULATOOBTAINTHE"ANCHOR
<br /> Leps petwros pnl. r s�vt t' 2-UT a-tlo' �' 2�Uz' 1' s-'VT' T" 17Itl" 2^ 4 0' o.6I• q.�r' CAPACiTY FiEGtUIRE�'C�2RESPANDMO T6 AN
<br /> EmWth�mi i-31P iarr �ar<- �ar+^ r �-vr tur �-i»- �-ua' �-�tr rUr' 2' � aars t.ae nwe� ACTUAL PRESSURE REpUIREMENT FOR THE
<br /> 2 Ailclro���.76" n. ../ tenCanl ar N CI (Flp.1): 89�Ibs 9 16n 46tl Ibs e501M 1&41M S701be 1BD Ibe 3 Ibs 740 48B Ibs 06q Ibs 118214s J281be 42016P bf ������wH�N IT(S L(11NE{2 SF#APt 7HE MLTI..�ION
<br /> •n�+auaa��.+s enn.o.c r st«r�d iW o�} �y.2�: .�ms rao fes wn wn wa ww 3eo ms wn wA wA wa wa es2 Mn e�o ibe �tso ids CApAC17Y(FROM 71iE TABLE)OF THE SEIFGTED
<br /> �Anchms 1�7'Mln.0.0./(z�2H6 Anps Ceps/(FIO.8): 790 Ibe �eo m. seo iw �eeo m� �aea roa e+o mz r,w roa wn �ea te. ms 1b. 88D Ide 2aee�s es1 mn sm roa �ixanw MtJ[.tlON,tT WfLt Y1Et0 A MiNtMUM.�dCi1flR
<br /> zn,�nns�aas eax,.ac f vicea�m vraem,.{�p.��: wa n W� wn w� wn WA n wn wa wn wp eu wn �ie ms CApACITY WWICH MAY BE USEU T4 QUAUFY
<br /> iPnahol/F-Clip(F10.6): 1961M 1Dbib� 97b 1161b� lY2�bs i�Bibb if6lba 1771hs 370IM 73Clbs �72NN 69/Xri 183Hq 2tQlbt 2IXiflN +�QITIONRLkNGHO#tOPT4�d5FROMTFIE
<br /> 2 Antlq� idN Mln.O,C.!F•Cllp{Flq.tl): ?�o IbU atl0los WA WA NM 1NA 160 Ibe WA WA WA WA WA 92B Wa 43016a 6901bn ANCHOR CAPACITY TABLE.
<br /> NOTE:FpR THH OFFSET CLIp,USE THE SAME ANCHOR PA7TERN ANtl ANCHOR VALUES AS THE STANDARD CLIP CIRCLED VALUES ARE USED iN THE EXARAPLE IXd SHEET 2t. PRODUC7 RFViSE�
<br /> ns can�tiyi�wkh iha Ftplide
<br /> Cii�ildii�g Coda
<br /> GURE 1. FK�URE 2: �M�c�� ,J�+
<br /> �, irnlirnrLMle
<br /> TABLE NOTE3: _...i 1.� �. Dy
<br /> � Q 0 � � � i • t)SEE St1EE1't F�2 INSTRUG710NS ON USING TFiE TABLES AND SFIEET 22 FdR WFqRMATiON qtd LOADING. Mimm �do Praduel o�i
<br /> SEE SHE@TS 2-4 FOR GEMERAL INSTALLATION METHODS. ���1 I 1��f
<br /> 2)LINEAR INTERPOLATION BETWEEN MULL LEIVGTHS AND/pR pPENING WIbTHS IS AI.LOWABLB. �`�`O��t• ��11'���
<br /> PK3tlRE� �� '�.�'. �pENSF , c�,Sy :
<br /> 3)MULLION AND MUILION CL,IPS SHOWN ARE Np7 TO SCALE.POR EXACT DiMENSiONS,SEE SHEES81&20. z-7� „ �:' • ,*��
<br /> � � � � ALL MUtL10N CUPS MAY BE FAC70RY MACHINED ANp CON7AIN UNUSED HOLES.H4LES MAY BE DRILLED M =*;� Na.g6705
<br /> 7HE FIELU FOLLOWfNG 17tMENSiONS SHOWN ON SNE£7918-20. • ' '
<br /> ANGLE CUP MUST BE U3ED fN PAfRS. p�
<br /> d)$IJBSTRATES:CONCitETE SNAL�CONFORM 7C1 ACt 341 SPEGIFlGAT�h18.HOi.IOW PiMD GRL�T-FN.IED ' Vt *���
<br /> PlC,tlRE�: F4C,UItE 5: FIGURE$: CONCREIE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-9D.WOOD SHALL BE PRESSURE-TREA7ED �376* �� ', S7A�0�', ' ���
<br /> YEtLOW SOUTNERN PINE W ITH AN SG OF O.fr5.AltlMINUM SHAtL HE&Q63-TS AND BE A MlNIMUM OF 1?5" � ':0,�••.,F �.,' \�?�
<br /> • THICK.STEE4 STUDS TO 8E A MINIMUM GRAOE 39 ANC1.045"THICK(18 OAUGE).STRUCTIMiAL STEEI.TO BE AT •.t����.
<br /> (� � 7'X 275"X.375"MULLION � � � J
<br /> EEAST 125'THiGK AND A36.Alt ANCtit7R5 lNTO METAL SFiALL EXTEIVD AT lEABT 3 SCREW THREADS BEYOND �/f S�"`�Q�����t.��
<br /> � � � THE MATERIqL, jr���
<br /> A.LYI�N MfLLER,P.E.
<br /> Fl P.E.#587tt5
<br />
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