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; . � _ , <br /> -- ..: - ' ___ ._ . . ___ <br /> „�.�.�:.�,^ <br /> _ _ _ _ _ , <br /> ,p- , <br /> 6. ALL STRUCTtJRAL STEEL EXPOSED TO EARTF� OR WEATHER SHALL BE <br /> GALVANIZEd UNLES� OTHERWISE NOTED. <br /> BREAK SHEATHING ON PLATE AS . BREAK SHEATHING ON PLAT� AS <br /> 7. ALL STRUCTURAL WELDERS TO 6E CERTIFIED BY THE WASHINGTON sHOWt�. SEE NOTE FOR ALTERNATE. SHOWN. SEE NOTE FOR ALTERNATE. <br /> ASSOCIATION OF BUILDING OFFICIALS (WABO) WELDERS. 5HEARWALL PER PLAN DIAPHRAGM EQGE NAILIiVG INTO RIM � � <br /> SHEARWALL PER PLAN (y�piERE SPECIFIED) JOIST (10d O 6" o/c MIN) G r N E `� <br /> GENERAL (WHERE SPECIFIED) ' DIAPHRAGM EDGE NAILING 16d NAIL EACH BLOCK (US� SDSY{"x4X�" - <br /> INTO RIM JOIST (10d � 6 SHEARWALL EDGE NAILING SCREW FOR 3x BOTTOM PLATES) <br /> SHEARWALL EDGE NAILING (WHERE o c MIN <br /> 1. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO TNE CONTRACT APP�ICAB�E) 16d NAI��EACH ,1oIST (WHERE APPLICABLE) <br /> DRAWINGS. LTP4 FROM BOTTOM PLATE TO RIM <br /> (USE SDSY4"x4�" SCREW (n <br /> FOR 3x BOTTOM PL TES) JOIST PER SCHEDULE (AT <br /> 2. DURING THE CONSTRUCTION PERIOD THE CONTRACTOR SHALL E3E RESPONSIBLE sHEARwA�� oN�Y) � c� <br /> LPT4 FROM RIM JOIST -a--�' �-- <br /> FOR THE SAFET°Y OF THE BUILDING. TFi� CONTRACTOR SHALL PROVIDE ADEQUATE �PT4 FROM RIM ,101ST TO TOP ` � � <br /> TO TOP PLATE PER <br /> �HORING, BRACING AND GUYS IN ACCORDANCE WITH ALL NATIONAL, STATE AND SCHEDULE (AT PLATE PER SCHEDULE (AT � <br /> LOCAL SAFETY ORDINANCES. ANY DEVIATION MUST �E APPROVE� PRIOR To sHeaRwA�� oN�Y) sHEaRwaL� oN�.Y) �U � <br /> " ERECTION. . <br /> � <br /> SHEARWALL EDGE NAILING FLOOR FRAMING PER PLAN � <br /> SHEARWALL EDGE NAILING ` � <br /> 3. ALL EREGTION PROCEDU�ES SHALL CONFORM TO OSHA STANDARDS. ANY (WHERE APPLICAB�E) JOIST PER PLAN {I—JOIST (WHERE APPLICABLE) (I—JOIST SHOWN, SOLI� SAWN � � N <br /> SHOWN, SOLID SAWN SIMILAR) SHEARWALL PER PLAN SIMILAR) � � � <br /> DEVIATION MU�T �E APF'ROVED BY OSHA PRIOR TO ERECTION. SHEARWALL PER PLA 1Y4" RIM JOIST (MINIMUM) � <br /> (WH�RE SPECIFIED) 1Y4" RIM JOIST `� j �'`� � � _ <br /> (WHERE SPECIFIED) (MINIMUM) <br /> 4. `i'H� CON`fR�CTOR SFiALL �E SOL�LY RESPONSIBLE FOR ALL CONSTRUCTION (2)16d NAI�s EACH ,loisT � � � o <br /> PROCEDURES INGLUDING LAGGtNG, SHORING AND PF20TECTION OF ADJACENT <br /> TO TOP PLATE A34 FROM BLOCKING TO TOP PLATE O �`- v <br /> . <br /> PROPERTY, STRUCTURES, STREETS AND UTILITIES IN ACCORDANC� 1NITH ALL y � � � .� <br /> NATIONAL, �TATE AND LOCAL SAFETY ORDINANCES. r JOIST__PERPENDICULAR J015T PARALLEL b--- � � c� <br /> B � � � � � <br /> �. Tf�IE CONT�ACTOR SHALL �E RESPONSI�LE FOR COORDINATING THE WORK OF 4� � � �n <br /> . <br /> ALL TRADES AND SHALL CHECK ALL DIMENSIONS. ALL DISCREPANCIES SHALL BE � � �p � <br /> C A L L E D T O T H E A T T E N T I O N O F T H E E N G I N E E R A N D B E R E S O L V E D B E F O R E � � � � <br /> PROCEEDING W1TH THE WORK. � � � � <br /> � � <br /> 6. SWOP DRAWINGS F(�R Pf��FA�RICATED TRUSSES AND MANUFACTURED FLOOR . . �- � � <br /> JOISTS SHALL gE SUBMITTED TO THE ENGINEER FOR REViEW PRIOR TO � "�' <br /> FA�t�ICATION. -� � <br /> U � <br /> 7. DRAWING� INDICATE GENERAL AND TYF'ICAL DETAILS OF CONSTRUCTION. � � <br /> WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR � - � <br /> CHARACTER TO DETAILS St-IOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE -�-' <br /> USED SU�JECT TO REVIEW BY THE ENGINEER. (� <br /> 6d C� EA BLOCK AN� � 12" <br /> SHEARWALL EDG� - SHEARWALL EDGE 0/C INTO RIM. WHERE 3x <br /> NAILING TO �OTTOM 16d � EA JOIST. NAILING TO �OTTOM BOTTOM PLATE IS REQ'D, USE � � <br /> PRESSURE TREATEBL�jt� : WHERE 3x BOTTOi�bRESSURE TREATED SILL ���E w� � � (� <br /> PLATE PER SHEARWALL PLATE IS REQ'D, USE PER SHEARWALL SCHEDULE. ��� �� � ('� <br /> SCHEDULE. USE 2x6 W/ SDSY4x4Yz SCREV�. USE 2x6 W/ A.�. @ 48" 0/C �/C W� (3� 10d � � � <br /> �1�'4�'E���SF����V'A�L LTP4 PER SHEARW�L� NAILS �j � �-j <br /> SHEARWACL��G�E SHEAR�����lTc�� � �- <br /> , NAILING T0 SILL -PLATE NAILING TO SILL � (� � <br /> P ATE � � <br /> " � "� XISTING JOISTS <br /> 6 • . EXISTING JOISTS 6�� • .a � � ^ <br /> _ _ � � •, � � �---- <br /> - � .� ' �a EXISTING FOUNDATION � � . � � <br /> ' EXISTING FOUNDATION <br /> a. � � � �- L�J <br /> � � � <br /> *BR�AK SHEARWALL `SHEATHING C� BOTTOM OF SILL PLATE � r � <br /> : . � � � <br /> JOISTS PERPENDICULAR JOISTS PARALLEL � l.�l <br /> 2 <br /> EXT. 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