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Ha�mx qAU MULL4CSN GAP.�.,.� St6'Eleo V4°66 Eko 6/16'Elco itM SS Eko 9103ted Yf28tett tl12 Steg pn¢rycrrypa 31t�Eku Utuewn tM"Eko Uluecan �� 3lts"Eko U�uecon 1/<'Eba UX2e'°" ppgre0etw uiuecan App�Mlata suaw(ct5)6crtw(45� suaw(c5) USE 7HI5 FORMUTATO OBTAIN THE"ANCHOR a AochorCllp PaKems 2-�n• 3-ve• f� z-trr i. z,w2' x" s�va^ r a.ea- o.sa' a.32t' GRPACI7Y REQUIRED"CQftRESPONDSN6T ��o�k �' ��' �. �,µ,a ACTUAL PRESSURE RE4UIREMENT FQR 7HE �myedmp�t�}: 1.31#' t-3fA' i-311' t Y4' 2' 1-t!P 1-tl4' 1-tq' i•11T 1-174' f.111' Y 4318' 1.918' za a„c+w��x.as M�n.o.cr t��t«�am{9 c�a tNa�a}: Too�na roo�s sso ws u o� 5z ws �rua sso ro� ,wn B 7wo ms 3 wn� eao�bs �wn� ta2 roa ;ea5� �fxi� GAPACITY FR M`iNE TABLE)6F THE SELECTfiDN , or sn� AcnasA+w�Swrs�3'ta{n.o/c.t�}�5tvg�es�Fsrff§.5?� �� 78ot� esoWs tbsoibx teaams b�s seoros ruA 7&11bs- 7ee� ..eaoros tes��ar aeaub �sesioe +�i2bros CAPACYTY1WHICHYMAY EUSEDT6QUAlFY BAnchora�9'Min.O.C./RI�S�pba'P'�(�b.� ti7olbs tt70�� 702?'bs 23dDtbs 26461bs a70IDs a40ibs tua � ildOitF tf22ics taxoi� 2s3eitre tDs2ma t3Tltes tse��bs ADDRIONALANCHOROPTIONSFROM7HE PR6DUC'1'IiEVI5E6 4fuwMm�OA�•1+1��.a.C.lU17ip.InioJ2YAhun.{Fb.7k WA tUA WA N/A WA WA WA Wn WA WA WA WA WA B/A 1�30�bs AxCHORCAPACITYTPBLE aswmplyin�ivi�hdmFlWida 2 Anciwrs�2.2Y MN.D.CI FCtip(Fl8.ei 3501bs 350 iW 280 krs 705 bs i7��s WA 286 tbs tUA 315qs WA lA91bs NtA 345 IDs 4421bs 580 @s NuitdinS Code N7A NiA wA 6921W B8516a 172f1@9 --.1 �.000' f"- AccoptanmNo��b'7+ja�Q� 4AncM�e�f.75'MN_O.CJ FSaip 1F9.B): 4801hs 700�s WA WA WA WA 3801ds WA N!A Pxpitetf�a Date 7O'y�,� M1fOTE:FORTHE O�FSET CL�P,U56 THE SAME ANCHOR PATSERN AN6 ANCHOft VAlttE3 AS TNE STAN6ARD C1.4P TABLE NOTES' M��i �D�5=��T�!"i� • ��\ FtGURE S- FlGURE 2: FIGURE� F16URE 4: P1G17EtE& f16URE 9: t}S£E SHEET 1 FOR IHSTRt3CTIONS ON t1SING THE TABtES AND SHEET 25 FOR INFORMATI6N ON LOADING.SEE ``'�`a • , i,�1( f' � � • • • • � � • • • � SHEETS 2�FOR GENERAL INSTALL4710N METHODS J�K`.• GGNSfi F'P % � QC•� 4, 2)LINEAR INT�RPOLATION BETWEEN MULL LENGTFfS AND(OROPENMG Wf6TFtS1S AILOWABLE. ,>(! 4.OW' _::' ,Sv.50705 • ' • • • � * + � � � 3)MULUON AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR E7WCT OtMENStONS,SEE SHF£TS 21-23.fiQLES : ry TO @E DR4LLED IN TNE fIE I D F O L I O W I N G D I M E N S IONAI RESTRIC710NS SHOWN ON SHEETS 21-23.FIGURES SHOW `M� /, �-"-r {b, ,��i Gt' t�� FIGURE T S��TED,APPRORIMATE HOLE L6CATIdNS. {u- FIGURE 5: FIGURE 6: � � • $7hlE F �.; � ♦ • • 4)SUB3TRAT£S:CORICRETE 6HAlt CONFORM TO kC1301 SPEG1FtCATtONS.MOLIOW AND�RQUT-FtiA.ED .yg5" �'��` •.J�LOR��:' � f c,G` ..---•" `\r?� CONCRE7E BL O C K U N I T(C M U)S H ALL CANFGRM 70 ASTM G90.WOOD SHALL BE PRESSURE-TREATED YELLOW �`rj`�`�f��f�` � ` � � • • 5pUTHERN PiNE WITH AN St�4F 0.55.ALUtr11NUM SHA1.t-BE 6463-T6 ANt3 BE A MtNkMUbt OF 125'THIGK.S T E E 1 � � � STUD9 70 BE A M�NIMUM GRADE 33 ANO.045"TNICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LF1�S7.S25°79i1CK , 1 �. � D A36.AlL ANGH 4 R S i N T 4 M E T f U S N A L L IXTEND A7 iEAST 3 SGREW TNREADa 6EYOND 7HE b1ATEf21AL#10& ��M U L u O� A I.YNN MILL�R,P.E. ANGLE CLIP(FIGURES 5&6)MUST BE USEd IN P a I R S. A� F L P.E.S 58705 1{12 ANCHORS INTO WOOD MAY BE 9TEE L,1 S•8 S.S.O R a�0 S.S.