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2 <br />NOTE: ALL SIDES OF FRAMING 4 SIDES TO BE FP`'s ( } CE 4X POST, SPLICE, 4X POST &PARTY WALL Ck 4X POST, SPLICE, <br />SHEATHED WITH 15/32" CDX PLYWOOD TO 4X FRAMING I & BLOCK & BLOCK J2± <br />WITH 10d COMMON NAILS @ 3" O.C. TYP,FPA PER FP2.1; ORIENT IN <br />DIRECTION OF PRIMARY LOAD <br />i a V4"0 X 4" SIMSON SDS HEX SCREWS, PRE DRILL ALL HOLES <br />e Copyright © 2018 All rights reserved. <br />(E) OVER. -FRAMING (N) OVER -FRAMING TO MATCH (E) (N) OVER -FRAMING TO MAT CH (E) (E) OVER -FRAMING J2 Building Consultants, Inc. <br />-�✓-f���` �' �y �' �_.�;. � ��°� =�` __ � �,-v —.,� -- i ..��- � .� �.5600 Te1425.77442544thAve. W. <br />ukilfeo, WA 98275 <br />^ ^) <br />I 4X12 FLAT; SCREW TO 4X4 FRAMING BELOW WITH 1/4"0 X 6" SDS SCREWS @ 3" O.C. TYP. Fax 425.774.5661 <br />.5600 <br />www✓J2Consu11ants.com <br />B <br />B <br />(N) 4X FRAMING (2) SIMPSON A35 EA BLOCK TO (E) JOIST TYP. (N) 2X BLOCKING FULL HT, TYP. <br />NAIL TO (E) JOISTS W/ (2) ROWS 10d <br />SIMPSON DTT1Z, WITH 3/8°0 A307 X 5" LAG SCREW INTO 4X FRAMING & (6)10d COMMON GALV, TYP. COMMON 4" O.C. TYP. a a - <br />I (E)JOISTS @ ^� <br />(N) 4X FRAMING ; <br />- L� <br />—700 <br />0 <br />n91 W�t'� <br />LI I <br />114"0 X 6" @ SIMSON SDS HEX SCREWS @ 3" O.C. STAGGERED TYP. <br />I ! I (N) 4X PLATE I <br />i I (N) SHEATHING TO MAT CH (E) (MIN 112" CDX PLYWOOD) W/ 8D COMMON GALV. @ 6° O.C. <br />e <br />I <br />NOTES: <br />p S \ (E) SHEATHING 1. CONTRACT OR IS RESPONSIBLE <br />I 9 111 VERIFICATIONFOR FIELD SIZZLING AND QUANTITIES OF ALL <br />COMPONENTS. <br />e I ) I M (N) 4X BLOCKING <br />l � 2. MOCK UP REVIEW OF ALL <br />® (E) JOIST EXTERIOR ASSEMBLIES <br />( i I REQUIRED BEFORE INSTALLATION. <br />/ ) ! 3. DRAWINGS ARE DIAGRAMMATIC <br />- f <br />t <br />I FTAKE <br />NLY ® ORE NOT F QUANTITIES. OBEUSED <br />-°� SIMPSON A35 EA BLOCK TO (E) JOIST - <br />6 <br />(E) PARTY WALL - — — - - — — — - - - - - — — - — - - <br />1 / FP2.6 FPA OVER OVER -FRAMING, CENTERED ON PARTY WALL, WITH E JOISTS PARALLEL TO WALL, SECTION PERPENDICULAR TO WALL SCALE: NTS <br />4X POST &SPLICE 4X POST & PART Y WALL 1i 4X POST & SPLICE I Revisions: <br />i I i <br />a Date Descdptlon <br />I 1/4"0 X 4" SIMSON SDS HEX SCREWS, PRE DRILL ALL HOLES <br />(E) OVER -FRAMING ' (N) OVER -FRAMING TO MATCH (E) (N) OVER -FRAMING TO MATCH (E) i (E) OVER -FRAMING <br />I I I <br />I 4X12 FLAT; SCREW TO 4X4 FRAMING BELOW WITH 1/4"0 X 6" SDS SCREWS @ 3" O.C. T YP. <br />(N) 4X FRAMING � _ _ {'' <br />I I I <br />1/4"0 X 6" @ SIMSON SDS HEX SCREWS @ 3° O.C. STAGGERED T YP. <br />o SIMPSON DTT1Z, W/ 3/8"0 A307 THREADED ROD BETWEEN & (6)10d COMMON GALV., TYP. <br />Project Title: <br />(N) 4X FRAMING <br />NAUTICA CONDOMINIUMS <br />I i I <br />(N) 4X PLATE (E) PART WALL BELOW (N) 4X BLOCKING TYP. ROOF REPLACEMENT <br />I I I <br />(N) SHEATHING TO MATCH (E) (MIN 1/2" COX PLYWOOD) W/ 8D COMMON GALV. @ 6" O.C. <br />2818 GRAND AVENUE <br />(E} SHEATHING EVERETT WA 88201 <br />I — <br />() JOIST 2 <br />8i8GRANDAVENUE <br />I <br />( Sheet Title: <br />I ( I (N) 4X BLOCKING <br />FALL PROTECTION <br />ANCHOR PLAN & <br />SIMPSON A35 EA BLOCK TO (E) JOIST SECTIONS <br />7 <br />(E) PARTY WALL Scale: A8 Noted <br />_ � PERMIT SE i <br />Drawn By: NKC <br />- I — Checked By: DO <br />{f n I Issue Date: Sheet Number: <br />—4-L —Ldd— 01 /27/20 <br />Job <br />2 f FP2.61 FPA OVER OVER -FRAMING, CENTERED ON PARTY WALL, WITH E JOISTS PARALLEL TO WALL, SECTION PARALLEL TO WALL SCA E: TS 3 /FP2.6 FPA OVER OVER -FRAMING W/ (E) JOISTS PARALLEL TO PARTY WALL C D: NTS 0580217 <br />