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2 <br />NOTE: ALL SIDES OF FRAMING (4 SIDES) TO BE q 4X POST, SPLICE, ri-2.6 4X POST & PARTY WALL 4X POST, SPLICE, <br />SHEATHED WITH 15/32" COX PLYWOOD TO 4X FRAMING & BLOCK & BLOCK <br />WITH 10d COMMON NAILS @ F O.C. TYP. <br />FPA PER FP2.1; ORIENT IN <br />DIRECTION OF PRIMARY LOAD <br />J2± <br />1/4'0 X 4'SIMSON SDS HEX SCREWS, PRE DRILL ALL HOLES <br />Copyright @ 2018 All rights reserved- <br />(E) OVER-FPAMING (N) OVER -FRAMING TO MATCH (E) (N) OVER -FRAMING TO MATCH (E) (E) OVER -FRAMING J2 Building Consultants, Inc- <br />Mukffeo, WA 98275 <br />761425.774.5600 <br />4X12 FLAT; SCREW TO 4X4 FRAMING BELOW WITH 114'0 X 6SDS SCREWS@ 3'O.C. TYP. <br />Fax 425.774.5661 <br />www.J2Gonsultanit.corn <br />(N) 4X FRAMING (2) SIMPSON A35 EA BLOCK TO (E) JOIST TYP. (N) 2X BLOCKING FULL HT, TYP. <br />SIMPSON DTTIZ, WITH 300 A307 X 5' LAG SCREW INTO 4X FRAMING(6) 1 Od COMMON GALV., TYP. NAIL TO (E) JOISTS W/ (2) ROWS 10d <br />(E) JOISTS COMMON @ 4' O.C. TYP. <br />(N) 4X FRAMING <br />i tip <br />A Qn4� <br />TIT <br />1/4"0 X 6' @ SIMSON SDS HEX SCREWS @ 3' O.C. STAGGERED TYP, <br />(N) 4X PLATE <br />(N) SHEAT HING TO MATCH (E) (MIN 1/7 CDX PLYWOOD) W/ 8D COMMON GALV. @ W D.C. <br />NOTES: <br />(E) SHEATHING 1. CONTRACTOR IS RESPONSIBLE <br />FOR FIELD VERIFICATION OF <br />CC SIZING AND QUANTITIES OF ALL <br />11 O COMPONENTS. <br />(N) 4X BLOCKING 2. MOCK UP REVIEW OF ALL <br />(E) JOIST EXTERIOR ASSEMBLIES <br />REQUIRED BEFORE INSTALLATION. <br />L <br />3. DRAWINGS ARE DIAGRAMMATIC <br />ONLY AND ARE NOT TO BE USED <br />FOR TAKE OFF QUANTITIES. <br />SIMPSON A35 EA BLOCK TO (E) JOIST <br />(E) PARTY WALL <br />: <br />FP2.6T-FPA OVER OVER -FRAMING, CENTERED ON PARTY WALL, WITH (E) JOISTS PARALLEL TO WALL, SECTION PERPENDICULAR TO WALL ki IDE: NTS <br />Ck 4X POST& SPLICE q 4X POST & PARTY WALL C2 4X POST & SPLICE Revisions: <br />&LD.,e_J Description <br />1 1/4'0 X 4'SIMSON SOS HEX SCREWS, PRE DRILL ALL HOLES <br />(E) OVER -FRAMING OVER -FRAMING TO MATCH (E) L(N)'OVER-'FPAMING TO MATCH (E) I (E) OVER -FRAMING <br />4X12 FLAT, SCREW TO 4X4 FRAMING BELOW WITH 1/4"OX6' SDS SCREWS@ T D.C. TYP. <br />(N) 4X FRAMING <br />1/4"0 X 6' @ SIMSON SOS HEX SCREWS @ 3' O.C. STAGGERED TYP. <br />< <br />rLI <br />SIMPSON DTTIZ, W/3/8-OA307 THREADED ROD BETWEEN & (6) 10d COMMON GALV., TYP. <br />Project Title': <br />rLT (N)4XFRAMING <br />NAUTICA CONDOMINIUMS <br />(E) PARTY WALL BELOW (N) 4X BLOCKING TYP. <br />(N) 4X PLATE ROOF REPLACEMENT <br />(N) SHEATHING TO MATCH (E) (MIN 112' COX PLYWOOD) W/ 8D COMMON GALV. @ W O.C. 2818 GRAND AVENUE <br />(E) SHEATHING EVERETT WA 98201 <br />(E) JOIST 2818 GRAND AVENUE <br />Sheet This: <br />(N) 4X BLOCKING <br />FALL PROTECTION <br />SIMPSON A35 EA BLOCK TO (E) JOIST ANCHOR PLAN &SECTIONS <br />(E) PARTY WALL Scale: As Noted <br />PERMIT SET <br />Dram By: NKC <br />Checked By: DO <br />All —LIssue Date: Sheet Number. JLL— 01/27/20 <br />Job k. FP2.6 <br />ID7 <br />2/ FP2.6rF-PA OVER OVER -FRAMING, CENTERED ON PARTY WALL, WITH (E) JOISTS PARALLEL TO WALL, SECTION PARALLEL TO WALL SCALE: NTS OVER OVER -FRAMING W1 JOISTS PARALLEL TO PARTY WALL J_ SCALE,, NT�S 0580217 <br />