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SHEARWALL EDGE NAILING <br />TO 607TOM PLATE <br />� l Od @ 6` O/C TO RIM� <br />LTP4 PER <br />SHE4RWALLSCHEDULE <br />SHEARWALL EDGE NAILING- <br />STAGGERED INTO TOP PLATE <br />NOTE: 7HE LTPA AND THE 3x <br />BOTTOM PLATE h1AY BE <br />ELIMINATED FOR THE SHEAR <br />CONNECTION FOR SHEARWALL <br />�C'S 1-4 IF THE SHEATHING FROM <br />� THE SHEARWAIL IS BROKEN � <br />ONLY AT THE CENTER OF THE <br />RINJOIST AND NAILED TO THE <br />RINJOIST W/ (2) ROWS OF PANEL <br />EDGE NAILING. � i <br />— � <br />lbd @ EAJOIST. WHERE 3x <br />� � BOTTOM PIATE IS REQ'D, <br />USE SD�x� SCREW. <br />� <br />�JOIST PEP, PLAN <br />- (I-JOIST SHOWN) <br />!) 7 6d NAILS @ Eq JOIST <br />. � �� � SCALE:'/e'=1'-0" <br />4 EXTERIOR SHEARWALL CONNECTION <br />( I-JOIST PERPENDICULAR TO WALL ) <br />� . � - USE STRAP AS ALTERNATE TO HD <br />WHEN NOTED ON PLAN. WP,AP � <br />. � STRAP AROUND HEADER AS REQ'D. <br />- - , � � � . . � HOLDOWN AND POST PER � � <br />- � �. . PLAN/SCHEDULE - � . <br />� . JOIST PER PLAN �I-JOIS? SHOWN) <br />_ . - . ��� W/ BLOCKING EACH SIDE. <br />� . � - BLOCKING WIDTH TO MATCH <br />. �� � BEAM/HEADER WIDTH. WHEN <br />� - � � USING I-JOISTS, INSTALI WEB <br />� � - �. e i � STIFFENER SNUG EACH SIDE. <br />WP.AP CS14 SiRAP AROUND EA <br />END OF HEADER AS SHOWN. <br />EXTEND 34" DOWN TRIM STUD. <br />(5) 16d FROM KING STUD TO-� <br />� HEADER EA END <br />1 bd @ B" O/C FROM KING STUD � <br />TO TP.IM/POST <br />� <br />. <br />2 <br />- SHEARWALL EDGE NAILING <br />TO BOTfOM PLATE <br />� l Od @ b" O/C TO RIM� <br />LTP4 PER <br />. SHEP,P,WALL SCHEDULE <br />SHE4RWALL EDGE NAILING- <br />SiAGGERED INTO TOP PLATE <br />INOTE: THE LTP4 AND THE 3x <br />� BOTfOM PL4TE MAY BE <br />' EIIMINATED FOR THE SHEAR <br />CONNECTION FOR SHEARWALL <br />k'S 1-4 IF THE SHEATHING FROM <br />THE SHEARWALL IS BROKEN <br />ONLY AT THE CENTER OF THE <br />RIMIOIST AND NAILED TO THE <br />RINJOIST W/ (2) ROWS OF PANEL <br />EDGE NAILING. <br />I ;_ <br />- � 3Y" W x 4" L x y" T A3G STEEL � <br />� BEARING PLATE - � <br />2x AS REQ'� FOR TRIMMER SCALE: %d'=7'-0" <br />HOLDOWN OVER HEADER $ <br />�l bd @ EA BLOCK AND @ 12" O/C <br />INTO RIM. WHERE 3x BOTiOM PLATE <br />IS REQ'D, USE SDS Y<x4 Yz SCREVJS <br />`(2) BAYS OF BLOCKING <br />/@ 42` O/C W/ (3) l Od <br />� NAILc a EA BLOCK <br />�JOIST PER PLAN <br />(I-JOIST SH01h'N) <br />A34 FROM BLOCl: TO <br />TOP PLATE <br />SCALE: %a"= 7'_0° <br />EXTERIOR SHEARWALL CONN�CTION <br />( I-JOISTS PARALLEL TO WALL ) <br />POST PER SCHEDULE <br />AN <br />W/ 3x FRA411NG AS REQ'D PEP. <br />:OD PER SCHEDULE <br />:KING - WfiERE (2) 2x6 <br />POST IS REQ'D, USE 4z <br />:KING. WHeRE LARGER <br />15ED, USE 5x SOLID <br />SCALE: %<"=1'-0" <br />HOLDOWN @ FLOOR/FLOOR <br />3 <br />i <br />� DOUBLE STUD � <br />OR PER PLAN <br />- STRAP PER PL4N - CENTER ON �r, 5 <br />RIM JOIST. q, 4. <br />c f � a 6 <br />- ,-s:�,:�:.� � <br />� <br />N i <br />CLEAR SPAN - � '� � <br />NO NAILS � � <br />� V r; <br />O `� <br />o �`! <br />tn v d. v� <br />N � n � <br />fLOOR FRAMING Q N�`? � o <br />PEP. PLAN -� j �� � . <br />� c co � <br />DOUBLE STUD OR �� Q Q N N <br />PER PL4N 3 <br />0 � � <br />_ 2 °� M � <br />� � SCALE: %°=7'-0" . � o .> uj <br />� N W � <br />� r <br />FLOOR TO FLOOR TIE STRAP � o <br />L 2 <br />-I— a <br />� <br />� DIAPHRAGM EDGE NNLING <br />. i MEfCH SHEP,RWALL <br />� � BELOW I I I I <br />I-1015T PER PLAN � � ' <br />PERARCHITECT. I I I I � <br />DRAWINGS DIAPHRAGM EDGE NAILING I <br />I I I I <br />� � U <br />� <br />W <br />SHEARWALL PANEL � a � � <br />. EDGE NAILING � 3 <br />- � RIM JOIST PER PLAN I-JOIST PER PLAN ` U <br />�— Q <br />O m <br />8d NAILS @ 6" O/C U Z <br />J = <br />SCALE:'/a"=7'-0" Q <br />INTERIOR BEARING WALL/ FLOOR JOIST "� _ <br />N <br />6 CONNECTION w = <br />Q° <br />Z <br />U" <br />�� <br />- TRUSS PER PLAN� � r ; - <br />\.! <br />8d @ 6" O/C INTO BLOC <br />H7 CLIP @ EACH TRUSS (24" O/C <br />VENTILATION MAY BE REQ'D AT <br />BLOCKING. VERIFY MEfHOD W/ <br />WALL PER PLAN - NAIL SHEATHING ENGINEER PRIOR TO CONSTRUCTION. D�aWfl By: DPD <br />INTO EA MEMBER OF TOP PLATE BIRD BLOCKING IS ACCEPTABLE. CI1BcICeCi By: CCC <br />Date: 6-30-08 <br />SDA JOB NO. <br />5425 <br />scn�e:'r•=r-o° STRUCTURAL <br />NOTES <br />i-� n <br />9 � TRUSS/WALL CONNECTION <br />