Laserfiche WebLink
A B I C D I E <br />F <br />91 <br />24" MIN. PLY\ <br />I— <br />w <br />w <br />C0 <br />0 <br />O <br />z � <br />75 <br />v <br />N <br />3 I 3A PLYWOOD REPAIR DETAIL <br />All <br />N <br />O <br />NI <br />ry <br />Q <br />I <br />N <br />Y <br />(6 <br />U) <br />0 <br />0 <br />4- <br />0 <br />a) <br />a) <br />0 <br />0 <br />0 <br />NO SCALE <br />IrMOTO <br />PLYWOOD REPAIR <br />-NAILS TO HAVE MIN. 3/8" <br />EDGE DISTANCE <br />-PLYWOOD SHEETS TO BE <br />PERPENDICULAR TO JOISTS <br />AND PLYWOOD JOINTS TO BE <br />STAGGERED (MIN. PLYWOOD <br />STAGGER OF 24") <br />-PLYWOOD THICKNESS AND <br />GRADE TO MATCH (E) <br />PLYWOOD <br />-BOUNDARY AND FIELD <br />NAILING TO MATCH (E) <br />NAILING <br />DETAIL A <br />NO SCALE <br />(E) 2x WALL THICKNESS BLK. <br />w/ 4-10d INTO (E) BLK. <br />(E) B <br />(E) TOP PLA <br />(E) W/ <br />Detail A <br />SKYLIFT ROOF DESIGNER RISER (SK-DR <br />3.5) w/ 8 - 1/4"0 SIMPSON SDS SCREWS w/ <br />2" EMBED INTO 6x BLK. <br />(N)6x6 BLK. w/ SIMPSON A34 TOP AND <br />BOTTOM EA. SIDE EA. END w/ 8-8d x 1 112" <br />(N)3x4 VERT., TYf <br />IF MIN. CANNOT BE ACHIEVED <br />EXTENT 2x6 BLK. ADDITIONAL <br />CHORD BAY <br />411 MIN. TYP. ADD 10d EA. SIDE OF BLK. FROM <br />(N)2x6 BLK. <br />Planning and Buil in�enc <br />Approv�e� +� <br />FOR PERMIT ISS NC� <br />Master ID: <br />N A34 w/ 8-8d x 1 112", TYP. <br />Date: <br />(N)2x6 BLK. <br />(E) 2x4 OUTRIGGER <br />(N)2x6 BL <br />3-16d, TYI <br />(N)2x6 BLK. w/ <br />3-16d, TYP <br />(E)18" TJL @ 24"OC. <br />BLOCKING DETAIL <br />NO SCALE <br />NEW ROOF PLAN FRAMING <br />NO SCALE <br />BLOCKING DETAIL <br />E <br />1.8 <br />AMING <br />Note: 1. For reconstruction of plywood roof <br />sheathing where existing meets new, refer <br />to detail 3A/AS1.8 <br />SEC ARCy <br />v � M/ <br />� � � F <br />r +moo. C 06 <br />Ny J�F <br />0NF <br />CONSTRUCTION <br />DOCUMENTS <br />Issue Date <br />REVISIONS <br />R1 09/02/2025 <br />75-24272-01 <br />SIGNAGE DETAILS <br />AS 1 .8 <br />