Laserfiche WebLink
M2 ENGINEERING INC., P.s. ANCHOR BOLTS <br /> STANDARD PLYWOOD SHEARWALL SCHEDULE PER 1997 UBC TABLE 23-II•I-1 ; � I2�� �JIS�� 3I4�� <br /> "°,-�S I WITHIN SHEAR WALL SILL PLATES <br /> 1 ALL SHEhRN'ALL VAWES hR�YJSD(..SD)\'.'ITH L�?INCREASE PER SEC710N 7612.32 <br /> 2 hLL PL1'l'dOOG PANELS nRE BLOCKED 6 7NSTALLED HORfZOMALLYORVERTICALLY I (ie. ALLOWABLE LOAD PER BOLT PARALLEL TO GRAIN) <br /> 9 ALL STUDS,PLhTe'S AND BLOCKIt:G i G 5�HEM11-FIR OR DOUG•FIR � 1.6 MODE III 8 IV; 1.33 ALL ELSE <br /> : 7V:0:.>:IdEIdBERS IdAV 6c SU5571TLffcD FOR 3�MEMBERS PER DETAII.SECTION'A'THIS SHEET <br /> 5 'PAKcL EDGE MEMBER"(TA5L't BELCV�R'er'ERS TO FLL STUDS,PIhT'cS hND BLOCKING AT PAN'cl EDGES. DOUGLAS FIR LARCH <br /> 6 COt:SULi HOLDDOV:k TABLE FOrt SHJ.R VJ:.LL EIJD COLUMN SIZE <br /> 7 STUD SPACING OF 16"O.C.E 2:"O.C.hLLOWED(UNO?.3'20.71.3) BOLT PIATE LOAD/BOLT GOVERNING MODE <br /> S kFILS: 70d COMtdOt�' Oic GALVANIZED 50X(HOT OIPPED OR TUId6LED) . � 1/2" 1 1/2 984 IIIS <br /> S fIeLD NAILING TO EE 77 ON C�NTER 7YPICAL � 2 1/2 1746 IV <br /> 1C NnILS SPhCED J"OR LESS SH:.LI B_SiAGGERED �'� . 3 1/2 1146 IV <br /> 1f ANCHOR BOLTS SPACED 7-0"O.C.OR LESS SHALL BE STA�GERED ' $J$" 1 7/2 1405 IIIS <br /> 72 2"X 2"%1116'STEEL PLATE WASHERS�AJ6)TO BE INSTALLED ON EACH ANCHOR BOLT � , . Z �/2 1790 IV <br /> 73 WHERE SSTB ANCHORS(3/4"DIh1.7ET'cn OR GREATER)ARE USED AT THE FOUNDhTION, THE . $ �/'j �]90 IV <br /> FIRST ANCHOR BOLT CAN 6E PLACcD WITHIN ONE ANCHOR BOLT SPACING TO THE INSIDE OF ' � <br /> • EACH SSTB. OThcR1NISE,THE FIRST ANCHOR BOLT WILL BE PLACED NO CLOSER THAN 6 FROM THE SHeAR Wl.IL END. � . 3/4" 1 1/�I 1 S81 II <br /> 14 ALL ANCHOR BOLTS TO 6E 12"DIhME7'eR UNLESS NOTED OTHERWISE BELOW ' 2 1/2 2334 IIIS <br /> 15 IF NO POUNDATION 1��FLL PRESENT 6ELOW SHEAR WALL FOR A.B'S,SEE'CONNECTON TO DIAPHRAGM'SCHEDULE I . 3 �/2 2576 IV <br /> SNEARN'ALLSPECIFICATIONS FOUN�ATIONATTACHMENT ' <br /> MFRK CAP.(N) PLYWOOD THICKNESS PANEL EDGE NAILING PANEL EDGE MEMBER THICKNESS A.B.OIAMETER MAx.n.e.sanciNc I . • HEM FIR <br /> � � � BOLT PIATE LOAD/BOLT GOVERNING MODE <br /> PLYWOOD ON CNE SIDE OF SHEAR WALL ' <br /> swzxcoxt 2sa v�z• 5� ts' - � 3.•s '� 1/2" 11/2 880 Ills <br /> SW7J(CDX2 350 15�32" q" 1,5' 7-9� i 2 ��Z ��6� �V <br /> SW3XCDX2 377 15/32" 4" 2.5' 2-4' 31/2 1061 �V <br /> SW3XCOX3 492 15132" 3" 2.S - 2-1' I 5/8" � �/2 12�0 �IIS <br /> �S SW3XCOX4 637 75�37' 7 2.S 3l4" 3'3 � 2 ��2 1593 ���5 <br /> ' SW3XCDX5 713 19fS2' 7 2.S 3'4' Z-1P $ �J2 �657 �V <br /> 3/4" 11/2 1356 II <br /> PLYWOOD ON BOTH SIDES OF SHEAR WALL(STAGGER JOINTS ON OPPOSING SIDES OF WALLS) � 2 �/2 ZO77 IIIS <br /> SW3XCDX6 508 75�7' 6" 2.5 3!4' ' 4'-0' <br /> SW3XCDX7 754 15r3T 4' 2.S � � 3l4' 7-4' . 3 �/P 2386 . IV � <br /> ' SW3XCOX8 984 15/3T 3' � � 2.S 3I4' 2-1' � � - � . � �. <br /> SW3XCDX9 1262 75137 T 2.S 3!4' 1'•T <br /> SW3XCD'n14 1427 19T3.' Z 2.S 3�4' t'S � <br /> )��5 h <br /> 0 srAyy�z�o' ,�(�' I � i Z,� ! . � . e/ <br /> , ' � ' • . . � <br /> � ge°�v��° � H��GR � � � � <br /> z � �/ � � <br /> _ �3 OF No.� � �' 7 ' ' ggy.�/DATE: <br /> �S�q�o 2 sue�cT: � '�! <br /> �'O�M2�a�Ae � . I . � • ,a • .' r � � ' •D '► I • E1�IGINEERING�TC., P.S. 1?82/-l9�DR S.E � <br /> Gi:'k SpEC/ES �s 'I' /�p • . • dD�DOVETAII.SIRDCIL•RFS EVERE7T. R'A-98J08-962! <br /> . I �� � <br /> ' ` �� , •� L � ' I.: � .:.• � CIVIL&57RflCfIIRAL ElY'i1NEF1tING SfRUC7i/RAL: (12�7�I-0861 <br /> O ��R's sr.4c���1��� ` � : o � '�. • . ,t�CXAFl P.AlG�CANN SE CIYIL: (�1�337-3075 <br /> I l� p,�• (t15J 7�I-086/ ' <br /> ., ' I�t1r� i :.�• BFl�JMONJ.AlCG4NNFI.T. <br /> A SILL PLATE OPTIONS Q 5�/3�C— �o o�lS. p��,: e� � � � <br /> � DATE: PAGE: <br /> �C,1.. BY: 708 NO: ''�� <br /> �. .. <br />