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FF2b <br />NOTE: ALL SIDES OF FRAMING (4 SIDES) TO BE CE 4X POST, SPLICE, 4X POST & PARTY WALL 4X POST, SPLICE, <br />SHEATHED WIT H 15/32" CDX PLYWOOD TO 4X FRAMING & BLOCK ) I & BLOCK j <br />WITH 10d COMMON NAILS @ 3" O.C. TYP. FPA PER FP2.1; ORIENT IN DIRECTION OF 7 <br />I I PRIMARY LOAD J? <br />i I 114"0 X 4" SIMSON SDS HEX SCREWS, PRE DRILL ALL HOLES <br />E OVER -FRAMING aCopyright © 2018 All rights reserved. <br />() (N) OVER -FRAMING TO MATCH (E) /(N)VER-FRAMING TO MATCH (E) (E) OVER -FRAMING J2 Building Consultants, Inc <br />B <br />Uuk <br />Tel 4 T 25. WA 98275 <br />5661 <br />4X12 FLAT; SCREW TO 4X4 FRAMING BELOW WITH 1/4"0 X 6" SDS SCREWS @ 3' O.C. TYP. (E) JOIST 5600 <br />Fax Consu4 nts.c <br />I ' I tvmv.J2ConsutFarris.com <br />e <br />SIMPSON A35 EA BLOCK TO (E) JOIST (E) JOIST <br />(N) 4X4 FRAMING <br />SIMPSON DTT1Z, WITH 300 A307 X 5" LAG SCREW INTO 4X FRAMING & (N) 4X BLOCKING FULL HT, TYP. (N) 2X BLOCKING FULL HT, TYP. (E) JOIST <br />I I I NAIL TO (E) JOISTS W/ (2) ROWS 10d <br />x i (6)10d COMMON GALV, TYP. COMMON @ia 4" O.C. TYR V.-Or, <br />aT rt <br />' (N) 4X FRAMING <br />Tr,�L :q <br />IWO X 6" @ SIMSON SDS HEX SCREWS @ 3" O.C. STAGGERED TYP. I <br />ii i--------- (N) 4X PLATE <br />(N) SHEATHING TO MATCH (E) (MIN 1/2" CDX PLYWOOD) W/ 8D COMMON GALV. @ 6" O.C. _ <br />f_ <br />NOTES: <br />i B (E) SHEATHING 1 1. CONTRACTOR IS RESPONSIBLE <br />g I FOR FIELD VERIFICATION OF <br />(N) 4X BLOCKING SIZING AND QUANTITIES OF ALL <br />COMPONENTS. <br />2. MOCK UP REVIEW OF ALL <br />W EXTERIOR ASSEMBLIES <br />i 1 REQUIRED BEFORE INSTALLATION. <br />SIMPSON A35 EA BLOCK TO (E) JOIST <br />i 3. DRAWINGS ARE DIAGRAMMATIC <br />I (E) JOIST i ONLY AND ARE NOT TO BE USED <br />I FOR TAKE OFF QUANTITIES. <br />, <br />--— <br />��e—; (E) PARTY WALL <br />r <br />ID: <br />1 / FP2.51 FPA OVER OVER -FRAMING, CENTERED ON PARTY WALL, WITH E JOISTS PERPENDICULAR TO PARTY WALL, SECTION PERPENDICULAR TO PARTY WALL SCALE: NTS <br />CL 4X POST & SPLICE CL 4X POST & PARTY WALL 4X POST & SPLICE i Revisions: <br />I <br />Date Descri ion <br />_ 114"0 X 4" SIMSON SDS HEX SCREWS, PRE DRILL ALL HOLES <br />I � I <br />(E) OVER -FRAMING (N) OVER -FRAMING TO MATCH (E) (N) OVER -FRAMING TO MATCH (E) i (E) OVER -FRAMING <br />E <br />i 4X12 FLAT; SCREW TO 4X4 FRAMING BELOW WITH 1/4"0 X 6" SDS SCREWS @ 3" O.C. TYP. <br />I <br />I I <br />(N)4XFRAMING 4 �g <br />N i , <br />® <br />(E) PARTY WALL <br />Proact Title: <br />1/4"0 X 6" @ SIMSON SDS HEX SCREWS @ 3" O.C. STAGGERED TYR <br />I NAUTICA CONDOMINIUMS <br />ROOF REPLACEMENT <br />I <br />(N) 4X PLATE SIMPSON A35 JOIST TO TOP PLATE TYP. 2818 GRAND AVENUE <br />(N) SHEATHING TO MATCH (E) (MIN 117 CDX PLYWOOD) W/ 8D COMMON GALV. @ 6" O.C. EVERETT WA 98201 <br />I I � SIMPSON A35 BLOCK TO TOP PLATE TYP. <br />(E) SHEATHING " <br />111 Sheet Title: <br />SIMPSON DTT1Z, W/ 3l8 0 A307 THREADED ROD BETWEEN & (6)10d COMMON GALV., TYR <br />I (E) JOISTS FALL PROTECTION <br />( — (N)4XBLOCKING ANCHOR PLAN � <br />--- -- <br />3 <br />Fsz s mn®a��==,�_� ,4 e® ®®m ==�e®=e�ae�sasa= o_ • __ _ __®__ __�__�__�_�__��_ _ ,•__ �_�_��==�=ate=® SIMPSON A3 @ O.C. EA BLOCK T O —OP PLATE <br />l SECTIONS <br />5 5' O E I <br />---- - - � ---- �t SCale: AS Noted <br />ARTY WALL <br />, <br />PERMIT SET <br />DraaLm By: NKC <br />(E) FRAMING Checked By: DD <br />Issue Date: Sheet Number: <br />01/27l20 <br />2 / FP2.5 FPA OVER OVER -FRAMING, CENTERED ON PARTY WALL, WIT I� E JOISTS PERPENDICULAR TO PARTY WALL, SECTION PARALLEL TO PARTY WALL scALE: NTS 3 /FP2.5 FPA OVER OVER -FRAMING W/ (E) JOISTS PERP. TO PARTY WALL scA1 r� NT 0500217 <br />