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(3)GRIP-RITE SCREWS , . <br /> -4— 2x6 PT CROSS BRACING NOTES: __ EtOM <br /> FASTEN wJ(3)GRIP-RITE#10 x 4"HDG SCREWS <br /> Daniel C.Smith,PE <br /> GIRDER PER PLAN (TYP UNO). Consulting Engineers <br /> • LOCATE SCREWS AT LEAST 2"FROM EDGES OF 13237 Melvin Arnold Rona <br /> A P, { Raleigh,NC 27613 <br /> ® FRAMING MEMBERS. p 919.344:6050 ext 1 <br /> II SI • INSTALL 8'LONG PT BLOCKING'A'ONLY WHEN r ks 1'60'0 <br /> F,dececksn.aanrmitl7pe.wm <br /> EDGE OF POST ES GREATER THAN 3"AWAY FROM RESIDENTIAL <br /> NEAREST FLOOR NEAREST FLOOR JOIST. FASTEN w/(3)GRIP-RITE <br /> JOIST TO POST SCREWS. FREE <br /> (3)GRIP-RITE J • PT CROSS BRACING SHALL BE ANGLED 40°to 50°. STANDING <br /> SCREWS DECK <br /> 2x6 PT CROSS BRACING <br /> (CAN BE ON EITHER 8"LONG PT BLOCKING'A' <br /> SIDE OF POST) (SEE NOTES) <br /> DECKING <br /> (3)GRIP-RITE PT BLOCKING 'A' <br /> SCREWS -----\\ (SEE NOTES) FJ PER PLAN I i <br /> IVI GIRDER N E,...11 <br /> ®MM PER PLAN 1 <br /> 40°to 50° 1...{ <br /> 2 v? i \ (TYP) -1-1O <br /> T-21) O Z ��/ \ N N <br /> 1-3 ' \• (Ci 00 <br /> w (-4 <br /> \`• r` j <br /> z I cC5 v <br /> 1 DROPPED GIRDER CROSS BRACING 41 w <br /> T-2D SCALE: 1"=1'-0" PLAN VIEWF 2x6 PT CROSS . c>� <br /> 8 BRACE(TYP) '}^;, <br /> Il,RAI'111C'�C Al 111l�cI II Ni ^ W <br /> W G • <br /> 0 11 <br /> 14 ti <br /> \ ® ^^'' I <br /> W <br /> , � � . _, — WNW <br /> e- $t <br /> (3)GRIP-RITE SCREWS <br /> 4 DCSPE It: 18-D-0128 , <br /> .....7.4.,,,',... , 4�l,�4I � F _ Drawn iiv: BML <br /> < '''''';','• V''., -' POST PER PLAN ` <br /> ' t1 Revision History: <br /> ei � :.. _ <br /> A51 � , t.pp <br /> lip <br /> - 7 ' `' „,, I,..„f' 2 DROPPED GIRDER CROSS BRACING x For Construction <br /> 1i. !3. ;' X11' v° ` ...,_Not for Construction <br /> P',a4?�. ',J ,v>';< T-2D SCALE: 1”=1'-0" ELEVATION VIEW <br /> t, ,,,� ..c- Sheet. <br /> .:III:-:,i.41 <br />