Laserfiche WebLink
NOTE: ALL SIDES OF FRAMING (4 SIDES) TO BE 4X POST, SPLICE, 4X POST & PARTY WALL 4X POST, SPLICE, <br />SHFAT HED WITH 15/32'CDX PLYWOOD TO 4X FRAMING & BLOCK & BLOCK <br />WITH 10d COMMON NAILS @ 3- D.C. TYP. <br />FRA PER FP2.1; ORIENT IN DIRECTION OF <br />PRIMARY LOAD <br />1/4'0 X 4SIMSON SOS HEX SCREWS, PRE DRILL ALL HOLES J2± <br />Copyright @ 2018 All rights reserved. <br />(E) OVER -FRAMING (N) OVER-FRlMING -10 MATCH (E) (N) OVEER-FRAMING -10 MA R-FRAMING J2 Building Consultants, Inc. <br />T <br />17711 <br />Mukilleo, WA 98275 <br />Tel 425.774,5600 <br />4X1 2 FLAT; SCREW TO 4X4 FRAMING BELOW WITH 1/4'0 X 6" SIDS SCREWS @ 31 D.C. TYR (E) JOIST Fax 425.774,5661 <br />vmir. J2 Con s ultants. com <br />SIMPSON A35 EA BLOCK TO (E) JOIST (E) JOIST <br />i ! j j (N) 4X4 FRAMING <br />SIMPSON OTT IZ, WITH 3/8-0 A307 X 5- LAG SCREW INTO 4X FRAMING & (N) 4X BLOCKING FULL HT, TYP. (N) 2X BLOCKING FULL HT, TYP. (E) JOIST -p-r-'P <br />(6) 10d COMMON GALV., TYP. NAILTO(E)JOISTS W/(2) ROWS 10d , <br />COMMON @ C D.C. TYP. 1P - <br />(N) 4X FRAMING <br />V <br />r V <br />1/4-0 X 6- @ SIMSON SDS HEX SCREWS @ X D.C. STAGGERED TYP.II c <br />g-7 <br />(N) 4X PLATE <br />(N) SHEATHING TO MATCH (E) (MIN 10 CDX PLYWOOD) All BID COMMON GALV. @ T D.C. <br />NOTES: <br />FF <br />(E) SHEATHING 1. CONTRACTOR IS RESPONSIBLE <br />FOR FIELD VERIFICATION OF <br />SIZING AND QUANTITIES OF ALL <br />(N) 4X BLOCKING COMPONENTS. <br />2. MOCK UP REVIEW OF ALL <br />EXTERIOR ASSEMBLIES <br />REQUIRED BEFORE INSTALLATION, <br />SIMPSON A35 EA BLOCK TO (E) JOIST <br />r 3. DRAWINGS ARE DIAGRAMMATIC <br />ONLY AND ARE NOT TOB USED <br />(E) JOIST FOR TAKE OFF QUANTITIES. <br />(E) PARTY WALL j v <br />F 2.5 FPA OVER OVER -FRAMING CENTERED ON PARTY WALL, WITH (E) JOISTS PERPENDICULAR TO PARTY WALL, SECTION PERPENDICULAR TO PARTY WALL <br />SCA E:NTS <br />4X POST & SPLICE IZE 4X POST & PARTY WALL Ck 4X POST& SPLICE j Revisions: <br />ADale Description <br />114'0 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) (E) OVER -FRAMING <br />T <br />4X12 FLAT; SCREW TO 4X4 FRAMING BELOW WITH 114'0 X 6'SDS SCREWS@ 390.C. TYP. <br />(N) 4X FRAMING <br />9 <br />(E) PARTY WALL Project Title: <br />1/4-0 X 6- @ SIMSON SDS HEX SCREWS @ 3- O.C. STAGGERED TYP. <br />NAUTICA CONDOMINIUMS <br />ROOF REPLACEMENT <br />(N) 4X PLATE 2818 GRAND AVENUE <br />SIMPSON A35 JOIST TO TOP PLATE TYP. <br />(N) SHEATHING TO MATCH (E) (MIN 1/7 COX PLYWOOD) W/ 8D COMMON GALV. @ 6- O.C. EVERET T WA 98201 <br />SIMPSON A35 BLOCK TO TOP PLATE TYP. <br />SHEATHING Sheet Title: <br />' '' l SIMPSON DTTIZ, Wl 31WO A307 THREADED ROD BETWEEN & (6) 10d COMMON GALV., TYP. <br />(E) JOISTS FALL PROTECTION <br />AN H PLA <br />(N) 4X BLOCKING <br />SIMPSON A35 @ F O.C. FA BLOCK TO (E) TOP PLATE SECTIONS <br />------------ems — <br />(E) PARTY WALL Scale: As Noted <br />�-- _ _- � <br />PE�Mj� SET <br />Dram By. NKC <br />(E) FRAMING Checked By: DO <br />-T— <br />frL <br />Issue Date: Sheet Number. <br />tj 01/27120 <br />job, FP2.5 <br />i, CENTERED E' FPA OVER OVER -FRAMING W1 (E) JOISTS PERP. TO PARTY WALL ID: 051886217 <br />12/ FP2.61 RED ON PARTY WALL, WITH JOISTS PERPENDICULAR TO PARTY WALL, SECTION PARALLEL TO PARTY WALL i/FP2.5T -05802,7 9= <br />