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2 <br />FP2.2 <br />FPA &PARTY WALL <br />J2± <br />FPA PER FP2.1; ORIENT IN DIRECTION OF PRIMARY LOAD Copyright @ 2018 All rights reserved. <br />J2 Building Consultants, Inc. <br />(E) OVER -FRAMING (N) OVER -FRAMING TO MATCH (E) (N) OVER -FRAMING TO MATCH (E) I (E)OVER-FRAMING 8425 44th Ave. W. <br />Mukilteo, WA 98275 <br />Tel 425.774.5600 <br />Fax 425.774.5661 <br />wwwJ2Consuftan1s.com <br />114'0 X 4' SIMSON SDS HEX SCREWS, PRE DRILL ALL HOLES (E) JOIST <br />ce (N) SHEAT HING TO MATCH (E) i I (N) SHEATHING TO MATCH (E) (E) PARTY WALL BELOW <br />(MIN 1/7 COX PLYWOOD) W/ 8d (MIN 1/2' CDX PLYWOOD) W/ 8D <br />COMMON GALV. @ 6' O.C. (E) SHEATI PING <br />'A' <br />(E) SHEATHING COMMON GALV. @ 6� O.C��xY -7, 1 <br />I <br />P-17 <br />8d COMMON GALV. @ 6STAGGERED TYP. D.C. EA SIDE <br />f <br />44 1411'4 44 Z4,44- 41,LZA -0 X 6" SDS HEX <br />— (4) SIMPSON 114 <br />(E) JOIST EA SIDE TYP. <br />mm <br />(N) 4X BLOCKING FULL HT, TYP. Izi pr 0 0 <br />(E) JOIST <br />0 , <br />(N) 4X BLOCKING FULL HT, TYP. <br />LI <br />/* 3\ <br />- — -- — -- — — - <br />I <br />Ll 0 0 <br />(4) SIMPSON 114-0 X 6' SDS HEX <br />SCREW EA BLOCK TO EA BLOCK, TYP. SIMPSON A34 EA BLOCK TO (E) NOTES: <br />JOIST, TYP. I . CONTRACTOR IS RESPONSIBLE <br />I —Fr[ (E) DOUBLE PLATE OF PARTITION WALL SIZING AND QUANTITIES OF ALL <br />COMPONENTS. <br />J/�i� a , ! 1 f_ 2. MOCK UP REVIEW OF ALL <br />EXTERIOR ASSEMBLIES <br />RED BEFORE INSTALLATION. <br />SIMPSON AU @ 3' D.C. BLOCKING 3. DRAWINGS ARE DIAGRAMMAI (C <br />TO (E) TOP PLATE <br />ONLY AND ARE NOT TO BE USED <br />FOR TAKE OFF QUANTITIES. <br />- ---------- <br />L <br />E, <br />L <br />7aT <br />I q <br />JT <br />Revisions: <br />i4 <br />PARTITION <br />.4 <br />WALL <br />Date Descrietiara <br />BELOW <br />is <br />J, <br />114'0 X4'SIMSON SDS HEX SCREWS, PREDRILL ALL HOLES <br />91 <br />(N) SHEATHING TO MATCH (E) (MIN 112° CDX I (N) SHEATHING TO MAT CH (E) (MIN 1/2' CDX <br />(E) SHEATHING PLYWOOD) W1 Od COMMON GALV. @ 6' O.C. I PLYWOOD) W/ 8D COMMON GALV. @ 6' O.C. (E) SHEATHING <br />8d COMMON GALV. @ 6' D.C. EA SIDE <br />STAGGEREDTYP. (E) JOIST (E) JOIST <br />Project Title: <br />(N) BLOCKING; NAIL TO (E) NAUTICA CONDOMINIUMS <br />WITH MIN. (3) 10d COMMON (4) SIMPSON A34 EA BLOCK TO (E) JOIST (2) EA SIDE <br />H i L; ROOF REPLACEMENT <br />TOENAILS EACH SIDE <br />2818GRANDAVENUE <br />(N) BLOCKING; NAIL TO (E) WITH MIN. (3) 10d COMMON NOTE: <br />TOENAILS EACH SIDE 1. LOCATE PARTY WALL AND PARTITION WALL PRIOR <br />MAM� 4V'M�- EVERETT WA 98201 <br />L TO INSTALLATION OF FPA <br />2. AT'SIM'NO PARTITION WALL BELOW <br />2818 GRAND AVENUE <br />A- WWI- <br />(E) DOUBLE OP PLAT E OF EVERETI WA 98201 <br />-=7 <br />PARTY WALL BEYOND <br />JOIST <br />Sheet Title: <br />(E) <br />FALL PROTECTION <br />4X FULL HT, FULL WIDTH ANCHOR PLAN & <br />BLOCKING, JOIST TO JOIST, TYP. SECTIONS <br />SIMPSON A34 @ 3' O.C. (E) JOIST TO (E) TOP PLATE Scale: As Noted <br />(E) PARTITION WALL <br />(E) STUD OF PARTY WALL PERMIT SET <br />By: NKC <br />Checked By: DD_ <br />Issue Date: Sheet Number. <br />01/27/20 <br />Job 9. P2.2 <br />ID <br />12 FP2. RED ON PARTY WALL AND PARTITION WALL, JOISTS PARALLEL TO PARTY WALL, SECTION PARALLEL TO PAR TY WALL SCALEMS 3 ;TR. ON PARTY WALL & PARTITION WALL, E) JOISTS PARALLEL TO PARTY WALL, PARTIAL PLAN 0580217 <br />