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SHEARWALL EDGE NAILING <br />� TO BOTTOM PLATE <br />� l Od @ 6" O/C TO RIM� <br />LTP4 PER <br />SHEARWALLSCHEDULE <br />SHEARWALL EDGE NAILING- <br />STAGGEREO INTO TOP PLATE <br />NOTE: THE LTP4 AND THE 3x <br />BOiTOM PLATE MqY BE - <br />ELIMINATED FOR THE SHEAR <br />CONNECTION FOR SHEARWALL <br />#'S 1-4 IF THE SHEATHING FROM <br />THE SHEARWALL IS BROKEN � <br />ONLY AT THE CENTER OF THE <br />RINJOIST AND NAILED TO THE <br />RINJOIST W/ (2J ROWS OF PANEL <br />EDGE NAILING. - <br />�16d @ EA JOIST. V✓HERE 3x <br />BOTfOM PLATE IS REQ'D, <br />USE SD�z� SCREW. <br />1015T PER PLAN <br />(I-JOIST SHOWN) <br />1 bd NAILS @ EA JOIST <br />� � � � - SCALE: a•=1'-0" <br />4 EXTERIOR SHEARWALL CONNECTION <br />( I-JOIST PERPENDICULAR TO WALL ) <br />� . - - � � USE SiRAP AS AUERNATE TO HD � <br />. . � WHEN NOTED ON PL4N. WR4P � <br />. . � STRAP AROUND HEADERlS REQ'D. <br />� � . - � . , � HOLDOWN AND POST PER - <br />� -. , PLAN/SCHEDULE . <br />� . JOIST PER PL4N (I-JOIST SHOWN) - <br />, . - . . W/ BLOCKING EACH SIDE. <br />� . - � BLOCKING WIDTH TO MATCH <br />. - BEAM/HEADEP.WIDiH.WHEN <br />� � . � - USING I-JOI5T5, INSTALL WEB <br />� � :, e e STIFFENER SNUG EACH SIDE. <br />WRP,P C514 STR,4P AROUND EA <br />END OF HEADER AS SHOWN. <br />EXrEND 34" DOWN TRIM STUD, <br />(5) 16d FROM qNG STUD TO� <br />� HEADER E4 END � <br />16d @ 8" O/C FROM KING STUD� <br />TO TRIM/POST <br />� <br />2� <br />SHEARWALL EDGE NAILING <br />TO BOTfOM PLATE <br />l Od @ 6'' O/C TO RIM- <br />LTP4 PER <br />SHEAP,WALLSCHEDULE <br />NOTE: THE LTP4 AND THE 3x <br />BOTTOM PL4TE M,qY BE <br />ELIMINATED FOR THE SHEAR <br />CONNECTION FOR SHEARWALL <br />�'S 1-4 IF THE SHEATHiNG FROM <br />THE SHEARWALL IS BROKEN <br />ONLY AT THE CENTER OF THE <br />RIM1015T AND NAILED TO THE <br />RINJOIST W/ �2) ROWS OF PANEL <br />EDGE NAILING. <br />� <br />� - � 3Y"Wz4"Lx}G"TA365TEEL- <br />BEARING PLATE <br />2x AS REQ'D FOR TRIMP.tER SCALE: %"=1'-0' � <br />HOLDOWN OVER HEADER $ <br />�16d @ EA BLOCK AND @ 72" O/C <br />INTO RIM. WHERE 3x BOTTOM PLATE <br />IS REq'D, USE SDS Yax4 Y SCREWS <br />(2J BAYS OF BLOCKING <br />@ 48" O/C W/ (3) l Od <br />NPJLS @ EA BLOCK <br />`-JOIST PER PIAN <br />(I•7015T SHOWN) <br />A34 PROM BLOCKTO <br />TOP PLATE <br />SCALE:'/a"= 7 �-a^ <br />EXTERIOR SHEARWALL CONNECTION <br />( I-JOISTS PARALLEL TO WALL ) <br />POST PER SCHEDULE � <br />AN <br />W/ 3x FRAMING AS REQ'D PER <br />;OD PER SCHEDULE <br />:KING - WHERE (2J 2xb <br />POST IS REQ'D, USE 4z <br />:KING. WHERE LARGER <br />15ED, USE 6x SOLID <br />SCALE: 3/n"=1'-0' <br />HOL OWN @ FLOOR/FLOOR <br />3 <br />� <br />i <br />� DOUBLE STUD - <br />OR PER PLAN <br />STRAP PER PL4N - CENTER ON �r, y <br />RIM JOIST. y q. <br />. . . C� �80 . �, <br />o� l <br />� ,. . .. . ._ °. -. . - _ � I - <br />� CLEAR SPAN . � � � <br />NO NAILS � � <br />� U c�; <br />� � � <br />N <br />cn v d. �ri <br />� � n N <br />Q . R <br />FLOOR fRAMING N �'? o <br />PEP, PLqN � � ? Q � u . <br />� c � � <br />DOUBLE STUD OR �� Q Q� N , <br />PER PIAN 3 <br />� � � <br />_ S °� M � <br />c� <br />SCALE:'/<°=1'-0" . � o .> ,�j <br />L N w N <br />� N , V <br />FLOOR TO FLOOR TIE STRAP � o <br />L 2 <br />t a <br />.� .. _. .... _.._ ... , . N <br />- � DIAPHRAGM EDGE NPJLING <br />_ MEfCH SHEARWALL I <br />- I BELOW I I I I <br />I-JOIST PER PLAN � � � ' <br />PERARCHITECT. ' I I I I � <br />DRAWINGS � � DIAPHRAGM EDGE NAILING � <br />SHEARWALL PANEL � <br />EDGE NAILING <br />- RIM JOIST PER PLAN I-JOIST PER PLAN <br />8d NAILS @ 6" O/C � <br />y � SCALE: %"=7'-0„ <br />INTERIOR BEARING WALL/ FLOOR JOIST <br />CONNECTION <br />TRUSS PER PLAN <br />� 8d @ 6" O/C INTO BLOCKWG <br />H 1 CLIP @ EACH TRUSS (24" O/C MAX) <br />I <br />I I I I <br />V <br />(%i <br />L1.J <br />�3 <br />� U <br />Q <br />O Z <br />�_ <br />0 <br />W U <br />_ <br />wo <br />o= <br />Q O <br />Z <br />U� <br />� <br />Q <br />U <br />VENTILATION MAY BE REQ'D AT <br />BLOCKING. VERIFYMEfHO� W/ <br />WALL PER PL4N - NqIL SHEATHING ENGINEER PRIOR TO CONSTRUCTION. Drawn By: DPD <br />INTO EA MEMBER OF TOP PLATE BIRD BLOCKING IS ACCEPTABLE. Cile[kecl By: CCC <br />Date: 6-30-08 <br />SDA JOB NO. <br />5425 <br />scn�e:r�=t.o° i $TRUCTURAL <br />I N OTES <br />S-'� n <br />9 TRUSS/WALL CONNECTION <br />