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a <br />1 <br />FPA & PARTY WALL <br />Copyright © 2018 All rights reserved. <br />J2 Building Consultants, Inc. <br />1 <br />e I _ FPA PER FP2.1; ORIENT IN DIRECT ION OF PRIMARY LOAD 8425 444 Ave. W. <br />Mukfieo, WA 98275 <br />(E) OVER -FRAMING , (N) OVER -FRAMING TO MATCH (E) I ! (N) OVER -FRAMING TO MATCH (E) (E) OVER -FRAMING Tet 425.774,5600 <br />I wwtv.J2Consultants.com <br />e <br />(E) 2X BLOCKING <br />e <br />SIMPSON A34, (2) (E) JOIST <br />EA SIDE TYP.. <br />® 1/4"0 X 45 SIMSON SOS HEX SCREWS, PRE DRILL ALL HOLES f" a NTI f <br />5 (N) SHEATHING TO MATCH (E) e (N) SHEATHING TO MATCH (E) <br />(MIN 1/2" COX PLYWOOD) W/ 8d I (MIN 1/2" COX PLYWOOD) W/ 8D Z ( (4) SIMPSON 1/4°0 X 6" SDS HEX <br />(E) SHEATHING Y� COMMON GALV. @ 6" O,C. i I COMMON GALV. @ fi" O.C. {E) SHEATHINGTYP. <br />SCREW EA BLOCK ! , <br />1 O.C. EA SIDE <br />(N) BLOCKING TYP. <br />8d COMMON GALV. @ fiI;.. <br />a i ' I <br />I — I STAGGER TYP. (N) 4X BLOCKING FULL HT, iYP. nxj <br />i, ii i i i <br />u� <br />(N) BLOCKING; NAIL TO (E) WITH R81IJ. (3)10d -- <br />(4) SIMPSON A34 EA BLOCK TO <br />COMMON `I OENAILS EACH SIDE ti (E) JOIST (2) EA SIDE <br />— <br />/ (N) BLOCKING; NAIL TO (E) WITH MIN. (3)10d COMMON 1 <br />_ /LL TOENAILS EACH SIDE <br />I <br />a ®®m Qa r e ` fAmu <br />1 <br />NOTES: <br />1. CONTRACTOR IS RESPONSIBLE <br />I! <br />FOR FIELD VERIFICATION fON OF <br />(E) JOISTT <br />SIZlhG AND QUANTITIES OF ALL <br />COMPONENTS. <br />— <br />..._ = , ,.ram ,T „r , - ; 2. MOCK UP REVIEW OF ALL <br />4X FULL HT, FULL WIDTH I <br />, JOIST TO JOIST, TYP. I — EXTERIOR ASSEMBLIES <br />BLOCKING <br />IIE� ' 'r''- —' REQUIRED BEFORE INSTALLATION. <br />SIMPSON A34 @ 3° O.C. (E) JOIST <br />TO (E) TOP PLATE I 3. DRAWINGS ARE DIAGRAMMATIC <br />i I i ONLY AND ARE NOT T O BE USED <br />I (E) PARTY WALL I ( _, ; r• rs _ , - FOR TAKE OFF QUANTITIES. <br />— _ <br />I � _ <br />1 / FP2. SPA CENT -RED ON PARTY WALL, JOISTS PERPENDICULAR TO PARTY WALL, SECTION DETAIL PERPENDICULAR TO PARTY WALL scAIID'. NTs --(' <br />— -- _ — <br />i <br />Revisions: <br />(E) JOIST <br />q FPA & (E) JOIST - — 'a-- •—_• T . — ii 4= u _ <br />.. # Date Description <br />(E) OVER -FRAMING (N) OVER -FRAMING TO MATCH (E) (N) OVER -FRAMING T 0 MATCH (E) (E) OVER -FRAMING I <br />4 ; I <br />1/4"0 X 4" SIMSON SDS HEX SCREWS, PRE DRILL ALL HOLES <br />c I <br />4 (N) SHEATHING TO MATCH (E) (N) SHEATHING TO MATCH (E) I <br />(MIN 11T COX PLYWOOD) W/ 8D (MIN 1/2" COX PLYWOOD) W/ 8D <br />(E) SHEATHING COMMON GALV. @ fi" O.C. COMMON GALV. @ fi" O.C. (E) SHEATHING <br />I 8d COMMON GALV. @ fi" O.C. — <br />/ EA. SIDE STAGGERE <br />D, TYP. <br />1 I 1 (N) 4X BLOCKING FULL HT, TYP ! (E) JOIST <br />(N) 4X BLOCKING FULL HT, TYP. 0 p 0 ® SIMPSON A34 EA BLOCK TO (E) ( Project title: <br />l ' t t JOIST, T YP. <br />t <br />(E) JOIST t t <br />NAUTICA CONDOMINIUMS <br />(E)JOIST) 1 I ROOF REPLACEMENT <br />(E) PARTY WALL BELOW <br />ll 2 <br />0 ® i <br />' i EVER818 NWA 98201 <br />1 1 1 ( (E) DOUBLE TOP PLATE OF PARTY WALL NOTE: <br />LOCATE PARTY WALL AND (E) JOIST PRIOR TO INSTALLATION OF FPA 2818GRANDAVENUE <br />— ! — — EVERETT WA 98201 <br />SheetTitls: <br />J <br />I I <br />t4J Q11VIYaVIN Il4 W A O JV3 riCA <br />SCREW EA BLOCK TO EA BLOCK, TYP. I <br />- <br />- <br />FALL PROTEUTIUN <br />ANCHOR PLAN & <br />j <br />SIMPSON A34 @ 3" O.C. (E) JOIST SECTIONS <br />i <br />TO (E) TOP PLATE <br />j <br />I t � <br />i <br />I ` <br />in <br />I _ �_ <br />I <br />r1 <br />(E) STUD OF PARTY WALL, T YR Scale: AS Noted <br />I 19i BhAIT fief' <br />