Laserfiche WebLink
St622� StRAP. WI��N IUELDED BY C6)Y4"x3" USP �DS SCREWS <br /> MANUFACTURER, STRAPS ARE 14 C�A X 2�" (OR EC,2UAL) PAN�� <br /> ANp AR� A7TAGN�D U11TN A FIL�ET WELD. TO �-IE.4D�R <br /> WHEN APPLIED IN TH� FIELD, ST622� COR EQUAU <br /> MAY BE ATTACNED IUITH 10-"10 X %a" SELF <br /> tAPPING SCRElUB. SOTI-4 STRAP tYPES ATTACH t0 UNPUBLISHED WORK <br /> HEADER WIT�4 114) 16D. 201 1 QC Hackworth Group Architecture/Planning,ps <br /> 70P PLAtES <br /> O H�ADER ;:,;: .:.•,;<,..:.:.« ,;:;,:;:•.;.;:�.::�_,<;<:.:.�<,:.;:�.�;;,;,;<, <br /> , �f �•�„ � r,. �� <br /> PER PLAN � ������ � �, #�, ��,fi +� Ri } <br /> �u�€ , , , �� <br /> �' �� , ��_ ' �s� � .r1 <br /> �y �4'0� � 5, �. F'��� t�b.&'e�3�� °1.§`�^fil'�Y p�`y� <br /> AppITIONAL 2x6 STUDS P�R - , ` � �`� ��������� <br /> W PLAN ATTACI-IED TO �RAME A f C �1 [ $ � C � 4� � B ; � I � C� � � fl g <br /> � U11TI-I SDS AT S" O.G. <br /> 91'M A8't' �q 3815 S. Othello St. Ste. 100-341 Seattle, WA 98118 <br /> � � NARpY �RAME NARDENED ROUND, 206-443-1181 <br /> S H�A R l U�4 L L P�R P L A N � � NAR>Y FRAME TO BEAR ON PANEL C 2) S A� O R C 2) R O U N D-F 1..4 t <br /> � CON:R�TE. ApJUSt S7EMWAL� H�ICxI�T PER PLAN WASNERS E GRADE 8 NEX NUT. <br /> CSI-IEATNINCx NOT SI-IOWN FOR CL RItY) �W AS REQUIRED FOR PANEL <br /> q fL TO Flt AS SI-IOWN. <br /> _ �r . <br /> - ntiti ,' <br /> I-IOLDOIUN POSt PER SGHEDUL� NARpENED ROUND, � . � <br /> US� SI-I�ARWALL EDCa� NAILINC� ' <br /> FOR CONN�G710N OF SH't'G I-1/8" DIA. THR�ADED �2� �AE OR C2) ROUND-�LAT WASI-I�RS MOIStUR� BARRIER � � <br /> TO POSt CTl'PJ 51MPSON SDS I/4 x 3 AN� GR4D� 8 +-I�X NUt. N � � <br /> WOOD SCR�Wv ROD NOLDOUIN BOLT U 9E MOISTOP, 15 <br /> CAS7M �1554 C s R A D E 3m) *3 R E B A R?I E (6 0 K S I J F E L t O R E Q U I Y A L E N T) � G a� : <br /> WALL ABOVE BEAM HOLDOUJN PER PLAN O AT TOP �� �� +3 REBAR 71� 160K9U ��rh �djy�y � <br /> 70 B� CONtINOUS�.Y <br /> FR4MED IUITI-I 2x6 I#"2 HOLDOUJN ANGI-{OR m� - �$ D . R� DED �► S ��� � <br /> ,4t 16" O.C. PER 5GI-4EDULE �MI'N C STM �H 54 CxRA E�30) �T TOP �.��� ���'� <br /> 16d AT 5" O.0 GONTINOUS t0 ROOF P.T. SILL PLAtE X 3"� <br /> �A�+ <br /> � ?OP OF w/ ANCH01? BOLtS Q <br /> GONG. IUALL PER FOUNDATION � ''=1 I 1=1 I I '~I I1 <br />