Laserfiche WebLink
FPA & PARTY WALL <br />1711 -1 <br />FPA PER FP2.1; ORIENT INDIRECTION OF PRIMARY LOAD J2mmw <br />(E) OVER -FRAMING (N) OVER -FRAMING -10 MATCH (E) (N) OVER -FRAMING TO MATCH �flfl �OVER-FRAMING Copyright @ 2018 All rights reserved. <br />J2 Building Consultants, Inc. <br />8425 449) Ave. W. <br />, WA <br />1/4'0 X 4' SIMSON SDS HEX SCREWS, PRE DRILL ALL HOLES <br />fTauelkifto425,774.560098275 <br />Fax 425.774.5661 <br />—4=1 Www. J2Consuitants.com <br />o (N) SHEATHING TO MATCH (E) <br />(MIN 112- CDX PLYWOOD) W/ Ild a (N) SHEATHING TO MATCH (E) (MIN 112- CDX <br />(E) SHEATHING COMMON GALV. @ 6" O.C. PLYWOOD) W/ 8D COMMON GALV. @ 6'0.C- (E) SHEATHING <br />8d COMMON GALV. @ 6- O.C. EA SIDE <br />ST AGGERED TYP. <br />(N) BLOCKING; NAIL TO (E) WITH <br />MIN. (3) 10D COMMON TOENAILS fix <br />EACH SIDE <br />(E) JOIST (2) EA SIDE <br />(4) SIMPSON A34 EA BLOCK TO <br />y(N) BLOCKING; NAIL TO (E) WITH MIN, (3) 10d COMMON <br />I A I I TOENAILS EACH SIDE <br />-w , Tk <br />L <br />'z <br />(E) DOUBLE TOP PLATE OF <br />PARTITION ITION WALL BEYOND <br />4X FULL HT, FULL WIDTH <br />BLOCKING, JOIST TO JOIST, <br />SIMPSON A34 @ 3" D.C. (E) JOIST TO (E) TOP PLATE <br />(E) PARTY WALL <br />(E) STUD OF PARTITION WALL, TYP. <br />1 / FP2.4 FPA CENTERED ON PARTY WALL PARTITION WALL, E JOISTS PERPENDICULAR TO PARTY WALL SECTION PERPENDICULAR TO PARTY WALL ID- <br />SCALE:NTS <br />FPA & PARTITION <br />WALL <br />(E) OVER -FRAMING (N) OVER -FRAMING TO MATCH (E) (N)OVER-FPAMINGTOMLATCH(E) (E)OVER-FRAMING <br />V4"O X 4' SIMSON SDS HEX SCREWS, PRE DRILL ALL HOLES <br />o (N) SHEATHING TO MATCH (E) (N) SHEATHING TO MATCH (E) <br />(MIN 117 COX PLYWOOD) W/ 8D <br />(MIN 11Z CDX PLYWOOD) W1 8d COMMON GALV. @ 6- D.C. (E) SHEATHING <br />(E) SHEATHINGT N GALV. @ O.C. 8d COMMON GALV. @ 6- O.C. EA SIDE <br />STAGGERED TYP. <br />(E) JOIST <br />(N) 4X BLOCKING FULL HT, TYP. <br />0 0 <br />(E) JOIST <br />3 <br />r t i-11111 <br />C�- <br />4-4k <br />44-1 <br />—j— <br />Go <br />(E) 2X BLOCKINE <br />(E) JOIST <br />SIMPSON A34, <br />NOTES: <br />(2) EA SIDE TYP. <br />11. CONTRACT OR IS RESPONSIBLE <br />FOR FIELD VERIFICATION OF <br />SIZING AND QUANTITIES OF ALL <br />COMPONENTS, <br />BLOCKING <br />2. MOCK UP REVIEW OF ALL <br />I YP, <br />EXTERIOR ASSEMBLIES <br />REQUIRED BEFORE INSTALLATION. <br />3. DRAWINGS ARE DIAGRAMMATIC <br />ONLY AND ARE NOT TO BE USED <br />FOR TAKE OFF QUANTITIES. <br />(N) 4X BLOCKING <br />FULL HT <br />(4) SIMPSON <br />1/4"OX6'SDS <br />HEX SCREW EA <br />BLOCK, TYP. <br />(E) JOIST <br />Revisions: <br />ADate Description <br />(E) PARTITION <br />WALL BELOW <br />Prniect Title <br />SIMPSON A34 EA BLOCK TO (E) NAUTICA CONDOMINIUMS <br />JOIST, TYP. (E) JOIST <br />0 2818 GRAND AVENUE <br />AD , I I i ROOF REPLACEMENT <br />(I -L-i DOUBLE PLATE OF PARTY (E) PARTY WALL EVERETT WA 98201 <br />WALL BEYOND BELOW 2818GPANDAVENUE <br />EVERETT WA 98201 <br />WALL (E) PARTITION WALL PRIOR TO <br />'A -Sheet <br />FALL PROTECTION <br />SIMPSON A34 @ 3- D.C. (E) JOIST ANCHOR PLAN & <br />TO (E) TOP PLATE SECTIONS <br />(E) STUD OF PART Y WALL, TYP. <br />Scale: As Noted <br />(4) SIMPSON 114.0 X 6" SDS HEX PERMIT SET <br />SCREW EA BLOCK TO EA BLOCK, TYP. (E) PARTITION WALL <br />Dram By. NKC <br />Chocked By: DO <br />Issue Date. Sheet Nu.bs, <br />01/27/20 FP2.4 <br />ID7 Job A <br />FP2.4 FPA CENTERED ON PARTY WALL & PARTITION WALL, E JOISTS PERPENDICULAR TO PARTY WALL, SECTION PARALLEL TO PARTY WALL SCALE: NTS 3/FP2.4 FPA CENTERED ON PARTY WALL& PARTITION WALL, (E) JOISTS PERPENDICULAR TO PARTY WALL-- SCALE: ULS 0580217 <br />