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� ,:;.�::;`:'; <br /> NAIL SHEATHING TO BLOCK NAIL ROOF SHTG � OL�OWN �C� EDU LE <br /> . W/ 8d � �4" o/c TO TOP CHORD w/ <br /> 8d � 6" o/c �FOR hOLDOWN� INSTALLED IN NEW FOUNDATIONS � � <br /> � ThRU BOLTS OR EMBEDMENT/ MINIMUM de �c I � �, �� <br /> , , , MODEL ANCt10R BOLT NAILSISCREWS STRAP LENGTt1 EDGE DIST. fe - <br /> (4) 16d NAIL ' ' <br /> FROM BRACE TO ��.t-J.• LSTf1D8R.J N/A (24) I Od COMMON 8" EMBED I%2" NA NA <br /> BLOCK SHEATHING TO MATCH � <br /> 2x4 BLOCK � EACH f SHEARWALL. NAIL TO GABLE PER sTh�i oi,� NiA �28> I 6d COMMON i o° EMBED iYz�� NA NA � <br /> DIAGONAL BRACE SCHEDULE.(WHERE 10d NAILS ARE -+-� � <br /> REQ��, USE 10d X 2�� LONG.� STf1D 14/R.J N/A (38) I 6d COMMON 14" EMBED I%2" NA NA � � <br /> 2x4 DIAGONAL BRACE � 2x FLAT � GABLE H�u4—s�s2.5 SSTB20 {10) SpSY4x2.5 SCREWS 16�" EMBED 1�Y4" NA NA #(,�j � <br /> � 48" 0/C BREAK SHEATHING ON <br /> O � <br /> TOP PLATE ONLY C5 I 4 N/A (30)GI Od COMMON IN 34�� + CLEAR SPAN CENTER ON RIM NA NA � <br /> �>INGLE STUD JOIST � <br /> {� ¢ <br /> , � W �— <br /> IF SHEATHING IS NOT BROKEN �� HOLDOWN NOTES > c, X � <br /> ON TOP PLATE, US� A35 � 12 0/C 1. ALL—THREAD BOLTS SHALL CONFORM TO ASTM A307. � Q � � ° <br /> � SHEARWALL PER , � w a <br /> ` PLAN 2. MINIMUM CONCRETE COMPRESSIVE STRENGTH f c = 2500 PSI .� � � -Q <br /> 3, ALL HOLDOWNS REQUIRE A (2) 2x POST UNLESS NOTED OTHERWISE. HDU11 AND HHDQ14 � � .}� � <br /> GABLE �SH EAR WALL CON N REQUIRE A 6x6 D F# 2 MINIMUM POST SIZE, U.N.O. WHERE HOLDOWNS ARE INSTALLED INTO � co �' � 3 <br /> � SCALE: �/4"=1 '_0" �' `� <br /> THE WIDE FACE OF THE STUD, THE STUDS MUST BE STITCH NAILED TOGETHER W 16d c� > �si � <br /> � � <br /> SINKERS STAGGERED � 4" 0/C. � �3 � W � <br /> � u� <br /> 4. MINIMUM EDGE DISTANCE IS FOR FORMED CONCRETE EXPOSED TO WEATHER OR SOIL. FOR � � <br /> _ CONCRETE CAST AGAINST SOIL PROVIDE 3 CLEAR TO ANCHOR BOLT. � w <br /> � <br /> ,� 5, NAILS/SCREWS TO HOLDOWN POST SHALL BE PER MANUFACTURER'S SPECIFICATIONS. � � <br /> v -�--� Ct <br /> DOUBLE STUD 6. ALL HOLDOWN BOLTS MUST BE R�—TIGHTENED JUST PRIOR TO ENCLOSING 2ND SIDE OF � <br /> OR PER PLAN NAIL ROOF SH�ATHING TO WAL�. <br /> STRAP PER PLAN — TOP CHORD w/ 8d � 6" 0 C <br /> � CENTER BETWEEN ;q <br /> . � <br /> FLOORS. a� <br /> 2x FLAT � GABLE o° � <br /> Q SHEATHING TO MATCH o Q � � <br /> IF SHEATHING IS NOT �SHEARWALL. NAIL TO � <br /> CLEAR SPAN BROKEN ON TOP PLATE, GABLE �PER SCHEDULE. �p � N <br /> NO NAILS USE A35 � 12" 0/C 4� � <br /> REQUIRED <br /> , BREAK SHEATHING ON 30" mi . � � o o _ O � <br /> TOP PLATE ONLY RE�3AR '�`j�4, � ° �.,. " z <br /> o LENGTH � 'k�M��� � •��,' — Q <br /> LATERAL BRACING IS ''°`���.�'°`��• ��=��;_ (� > <br /> FLOOR FRAMING SHEARWALL PER PLAN ��`'''��"```� ' '``�"� ONE 4 REBAR <br /> ° REQUIRED AT ALL GABLE '�;`'�`;�`�=�' > <br /> PER PLAN 3�-;�'' IN S�AR CONE Q <br /> END TRUSSES ANJ IS TO (12 MIN. REBAR U <br /> QOUBLE STUD BE DETAILED BY TRUSS LENGTH) " <br /> OR PER PLAN MANUFACTURER . � <br /> � � FRO'M CIORNER N � <br /> W <br /> GAB �E EN SH R �� � � <br /> FLOOR TO FLOOR STRAP D / EA WA CONNECTION 'STND' INSTALLATION O W <br /> 3 � > <br /> , W <br /> BREAK SHEATHING ON PLATE AS BREAK SHEATHING ON PLATE AS <br /> " SHOWN. SEE NOTE FOR ALTERNATE. SHOWN. SEE NOTE FOR ALTERNATE. <br /> SHEARWALL PER PLAN SHEARWALL PER PLAN DIAPHRAGM EDGE NAILING iNTO RIM �� �1�-.:� <br /> _.�.. NOTE: THE LTP4 AND THE yyHERE SPECIFIED JOIST 10d � 6" o c MIN) �►� �"/1Sy ,,,�, <br /> (WHERE SPECIFIED) DIAPHRAGM EDGE NAILING INTO 3x BOTTOM PLATE MAY � � � � <br /> SHEARWALL EDGE NAILING RIM JOIST (10d � 6�� o/c MIN) BE ELIMINATED FOR THE SHEARWALL EDGE NAILING 16d NAIL EACH BLOCK (USE SDSY4"x4Y2�� �'�;'' '��' <br /> (WHERE APPLICABLE) 16d NAIL EACH JOIST SHEAR CONNECTION FOR (WHERE APPLICABLE) SCREW FOR 3x BOTTOM PLATES) TRUSS PER PLA C! ,y�` <br /> SHEARWALL #'S 1-5 IF LTP4 FROM BOTTOM PLATE 2 BAYS OF JOIST BLOCKING � » <br /> LTP4 FROM BOTTOM PLATE TO (USE SDSY4'x4Y2" SCREW THE SHEATHING FROM THE TO RIM JOIST PER 48" o/c w/ (3)10d NAILS INTO 8d � 6 0/C INTO BLOCKIN w <br /> RIM JOIST PER SCHEDULE (AT FOR 3x BOTTOM PLATES) SHEARWALL IS BROKEN SCHEDULE (AT SHEARWALL EACH BLOCK �, � 3q3gg <br /> SHEARWALL ONLY) ONLY AT THE CENTER OF H1 CLIP � EACH TRUSS <br /> THE RIMJOIST AND NAILED ONLY) �24�� 0/C MAX) ���t»�L <br /> LPT4 FROM RIM JOIST TO TO THE RIMJOIST W/ (2) LPT4 FROM RIM JOIST TO <br /> TOP PLATE PER SCHEDULE ROWS OF PANEL EDGE TOP PLATE PER SCHEDULE <br /> (AT SHEARWALL ONLY) NAILING. (AT SHEARWALL ONLY) { <br /> i } Drawn By: CHRIS <br /> SHEARWALL EDGE NAILING JOIST PER PLAN (I—JOIST SHEARWALL EDGE NAILING FLOOR FRAMING PER PLAN VENTILATION MAY BE Checked By: CHRIS <br /> (WHERE APPLICABLE) SHOWN, SOLID SAWN SIMILAR) (WHERE APPLICABLE) (I—JOIST SHOWN, SOLID SAWN REQ�D AT BLOCKING. Date: 02�17-17 <br /> SHEARWALL PER PLAt�-- 1Y4" RIM JOIST (MINIMUM) SHEARWALL PER PLAN SIMILAR) SHEARWALLWALL PER VERIFY METHOD W <br /> (WHERE SPECIFIED) (WHERE SPECIFIED) 1Y4" RIM JOIST (MINIMUM) PLAN — NAIL / <br /> (2)isd Nai�s EacH �oisT SHEATHING INTO EA ENGINEER PRIOR TO SDA JOB N0. <br /> TO TOP PLATE A34 FROM BLOCKING TO TOP PLATE MEMBER OF TOP � CONSTRUCTION. BIRD <br /> PLATE BLOCKING IS ,.._. _ <br /> JOIST PERPENDICUL.AR JOIST PARALLEL � ACCEPTABLE. STRUCTURAL <br /> �LOOR JOIST SHEARWALL CONNECTION ROOF/SHEARWALL CONN . NOTES <br /> S � Y O <br />