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. i <br /> M2 ENGINEERING INC., P.S. I ANCHOR BOLTS <br /> STANDARD PLYWOOD SHEARWALL SCHEDULE PER 1997 UBC TABLE 23•il-I-1 �/2" rJ/H�� 3I4�� <br /> "O,-=5 WITHIN SHEAR WALL SILL PLATES <br /> 1 A!!SFE�RWALL V%.L1.=5 ARE N'SD(.4:D)VJITH 1.33 INCREASE PER SECTION 16i2.:.2 <br /> 2 hLL P.11'JOOG PANc 5 AR'e BLOCKED 61NSTAlLED HORIZONTALLYORVERTfCALLY (ie. ALLOWABLE LOAD PER BOLT PARALLEL TO GRAIN) <br /> ? FLL STU�S,PLAT't5 At2D 2LOCKIt:Ci TO 5E HEM1i-FIR OR DOUGFIR � , 1.6 MODE III & IV; 1.33 ALL ELSE <br /> ; TVJO 2X 1dElA8'cP,S td4Y�E SU95T.l:1-Ep FOR 3X MEMBERS PER D'cTAIL SECTION'A'THIS SH'cET <br /> 5 'PP.t<cL EDGE�dES!�cR'�7n?L�?EL,:V�R��GRS TC ALL STUDS,PLATES AND 9LOCIC�NG AT PANcL EDGES. _ . DOUGLAS FIR LARCH <br /> 6 COhSULT�iOLODOIh'N TABLE PO'r,SHF,AR WALL. ' COLUMN SIZE <br /> 7 STUD SPACING OF 75"O.C.8?4"O C.ALLOV2'cD(U iU'J20.11.3) BOLT PLATE LOADlBOLT GOVERNING MODE <br /> b NFILS: 10d CO�dMOtJ O'n GALVANIZE�50X(HOT DIPPED OR TUMBLcD) . 1/2" 1 1/2 984 IIIS <br /> 5 FIcLD IJAILING TO EE 17'ON C'tNTER iYPICAL - Z �/2 ��46 IV <br /> 70NnILSSPFCEDJ"ORLESSSHi+LLBESiAGGERED I . 31/2 � 1146 IV <br /> 77 ANCHOP, 90LTS SPhCED 7-0'O.C.OR LESS SHALL BE STAGGERE� I 5/8" � ll2 1405 IIIS <br /> 7: 2'X 2"X 7I76'STEEL PLATE WASHERS(A76)TO BE INSTALLED JN EACH ANCHOR BOLT . � 2 �/2 1790 IV <br /> ' 1? WHERE SSTB FNCNORS(3�4"DIhMET'cR OR GREATER)ARE USED A"I TNE FOUNDATION, THE ' � 3 1/2 1�90 IV <br /> FIRST ANCHOR BOLT CAN BE PLACeD WITHIN ONE ANCHOR OOLT SPACING TO THE INSIDE CP � � � <br /> � EACH SSTB. OTHERWISE,THE FIF.57 ANCHOR BOLT WILL 6E PLACED NO CLOSER THAN G FROM THE SHEAR W„LL END. . 3/4" 1 'I/2 'I$81 II <br /> 1; ALl ANCHOR BOLTS TO 0E 1/2"DIAM'eTER UNLE55 NOTED OTHERWISE BELOW ' Z 1/2 2334 IIIS <br /> 15 IF NO FOUNDATION\h'AlL PRESEN?6ELOW SHEAR WALL FOR A.B'S,SEE'CONNECTON TO DIAPHRAGM'SCHEDULE i _ 3 1/2 25�8 IV <br /> �HEAR WALL SPECIFICATIONS FOUNDATICN ATTACHMENT <br /> MARK CAP.(ri) PLYWOOD TNICKNESS PANEL EDGE NAILING PANEL EDGE MEMBER THICKNESS A.B.DIAMETER MAX.A.B.SPACING I - � HEM FIR � <br /> � I � BOLT � PLATE LOADIBOLT GOVERNING MODE <br /> PLYWOOD ON ONE SIDE OF SHEAR WALL . i ' <br /> SW2XCDX7 254 15�3T " 6' 1.5" - 3'S ��Z� � ��z 880 � Ills <br /> SW2XCDX2 350 75/37' 4" 1.5' Z-9' 21/2 1067 IV <br /> SW3XCDX2 3Ti 15/37 4' 2.5' ! Z-9' 3 �/2 �061 I�l ' <br /> SW3XCD%3 492 iSI,iT 3" 2.5' 2-i' $�8" � 1/2 12�0 �IIS <br /> �� SW3XCDXa 531 isr37' 7 2.S 3/4" � 3'3 i 21/2 1593 IIIS <br /> ' SW3XCDX5 713 79132' 7 2.S 314' . 240' I . 3 1/2 �65� � � I�/� <br /> � 3/4" 11/2 1356 II <br /> PLYWOOD ON BOTH SI�ES OF SHEAR WALL(STAGGER JOINTS ON OPPOS�NG SIDES OF WALLS) ' 2 �/Z � QO�� (IIS " <br /> SW3XC�X6 569 tY37' - G 2.S 3!4' 4'•1' , <br /> sw3xcox� �sa isr�r a• 2s �rn• z.� 31/2 2386 . IV <br /> ' SW3XCDX8 � 984 15137' � 3' � � 2.S 3l4' Z-0' ' � � . . <br /> SW3XCDX9 1262 15r3T 7' 2.S 3l4' 1'-T <br /> SW3XCDX70 7427 1913T 7 2.S 3/4' 1'S � . � <br /> 5 , 5 . _ . <br /> � sr.s�y�ze�' �(�' I 1. i Z„ ; ' � _ C <br /> , � � , � <br /> � ge��Ac3a z � �. y��oQ � � . � <br /> 3 OF ND.�/ � � 7 ' ' REY.'/DATE: � <br /> 2 ' <br /> - O AB��� SUBJECf: <br /> � , •� . ,• � <br /> OMFi�/�EQ � I ► � �A r � ; > . � . E1�IGINEERIlYG L�1C.� P.S. /:821-I9�DR S.E ♦ <br /> �E1G 'l a AfJ � I , • � �' EVII�Tf. WA 98108-9621 <br /> G�k SpEC/ES � dbt DOVE?AII.SlRQCT1tES <br /> �- ., , � . . i , � ..: : 2 <br /> O �s Og,= 57'.4 r+F��/LEI� h { .• ,� ' � � �'. �• d�CXAEL�P.MG�GINN �NG �� (�1�J 337-3075 <br /> I �4 ' `�� BENlAMINJ.MCGNN El.T. FAX.• (t25) 7I2-086! ' <br /> � (� <br /> � S I LL PLATE OPTIONS Ga Sv�/3�C- Co � o�lS. p���,. B' R- Dp�: ppGE: 1 <br /> ���.: BY: JOH NO: '�� � <br />