9918 18TH AVE W A 2023 Plans 2025-02-03

DEMISING SPACE // DEMISING SPACE f�--DEMISING SPACE DEMISING SPACE *f' -IT � CSIB STRAP EXTENT OF BLOCKING TO HEADER(NOT - - -- - - - REQ'D WHEN LOWER STRAP EXTENDS FULL LENGTH OF " RUN END TRUSS SHEAR WALL) I. SHEATHING PER PLAN - THRU DEMISING C516 STRAP TO TRUS SPACE T S - OP CHORD EXTEND PAST DEMISING SPACE _ TRUSS PER PLAN - PARTY WALL PER PLAN L CS78 STRAP TO TRUSS ER AT TOP CHORD EXTEND S _ HEAR WALL OR TO PACE TOP \ - --- --------- PAST DEMISING S - - �- TONEAREST PLATE(WHERE OCCURS) -- __- _ TO NEAREST HEADER I Q RUN LOW END TRUSS 2x4 FLAT BLOCKING ` ALL 1 - - - SHEAR WALL EDGE BEHIND TLOC - - NAILING / 6' / 10 THRU DEMISING SPACE � / - -16'- /' - / 16 / AT SHEAR W \ � 12d @ 6"oc SHEATHING AND &BUTT TO END STUD - NAILING PER PLAN RUNLOW END TRUSS -- - - / THRU DEMISING SPACE WHERE NO OPENING l / 8 BUTT TO END STUD OCCURS,EXTEND / 16" / - I - _-. STRAP FOR LENGTH _- _ _ OF SHEAR WALL T ITT L C HEADER OR BEAM PER 1 j�{) 1 L 2.FLAT BLOCKING 2x12 FLAT BLOCKING �' PLAN(WHERE OCCURS) BEHIND STRAP — ' ' CONT.TOP PLATE---- 2x STUD WALL PER PLAN SHEATHING 8 NAILING AT GEVEERING P.S.EN (2)CS16 STRAP AT (2)CSIB STRAP AT LOW-- (SPLICE PER 131806) PARTY WALL PER PLAN LOW TOP PLATE- TOP PLATE-EXTEND FULL RUN LOW END TRUSS II II THRU DEMISING SPACE _., „,, T. No Step EXTEND FULL LENGTH Step U to 12" LENGTH OF SHEAR WALL '12 <Ste <25 Step>25' (Max 36") r OF SHEAR WALL r p OR TO NEAREST OPENING -- -- �-- &BUTT TO END STUD _- Exterior Wall @ Demising Wall(Floor Level) 18 17 16 ---- - AIR SPACE PER ARCH'L —AIRSPACE PER ARCH'L n.Hum sm.aw. " DO NOT CONTINUE SHEATHING - OVER DEMISING WALL SPACE • vs C ss. mIAI DO NOT CONTINUE SHEATHING FLAT WISE TRUSS BLOCKING - - OVER DEMISING WALL SPACE _ DIAPHRAGM BOUNDARY NAILING W/VERTS @ 24"oc MAX SHEATHING PER VS06 SHEATHING PER 1/SOB (DRAG LOAD=240 PLF) ♦ @SHEAR WALLS FLAT WISE TRUSS BLOCKING SHEAR WALLS A 2x4 OCCURS WHERE WALL ♦ W/VERTS @ 24"oc MAX - PANEL EDGE NAILING EA WALL SHEATHING PER PLAN- STRUT TRUSS PER PLAN ABOVE OCCURS (DRAG LOAD=240 PLF) PANEL EDGE NAILING EA WALL ♦ -. ____._ - _--_ � - - - - i ADO L(2)2x4 VERT AT - ` TRUSS END FOR GWB FIRE - ----- --- - TRUSSES PER PLAN RUN 2x6 LONG 6"MIN PAST J CAULKING PER ARCH'L - EA.STRUT TRUSS Q (TOTAL OF 3 VERTS END ADD'L(2)2x4 VERT AT --EXTEND GWB EA.BAY TO 2x8 FLAT 18"ac FULL-- 12"MAX OF EA.TRUSS) TRUSS END FOR GWB FIRE UNDERSIDE OF FLOOR LENGTH OF SHEAR WALL SHEAR WALL EDGE NAILING TOP CHORD BEARING TRUSSES BEAM PER PLAN TOP CHORD BEARING TRUSSES CAULKING PER ARCH'L SHEATHING AS REQUIRED w' EXTEND GWB FA.BAY TO w/(3)SDWS22500INT0 PER PLAN-ATTACH TO BEAM (GIRDER WHERE OCCURS) PER PLAN-ATTACH TO BEAM 12d FACENAIL @ Woc UNDERSIDE OF FLOOR (TOTAL OF 3 VERTS END PER ARCH'L TOP PLATE(STAGGERED) -HEADER PER PLAN w/(2)12d TOENAILS(BOTH W(2)12d TOENAILS(BOTH EA WALL SHEATHING AS REQUIRED OF EA.TRUSS) &(2)SDWS223001NT0 EA. • (WHERE OCCURS) SIDES,WHERE OCCURS) SIDES,WHERE OCCURS) 0 PER ARCH'L —PANEL EDGE NAILING EA WALL TRUSS(STAGGERED) 2x STUD WALL PER PLAN BEAM PER PLAN- - - 12d FACENAIL @ 6"oc EA WALL �_ CONTINUOUS TOP PLATE PANEL EDGE NAILING EA WALL - GWB PER ARCH'L (SPLICE PER 13/S06) SHEATHING PER 11SO6 SEE 61508 SEE /SOB FON COMMONS GWB PER ARCH'L 1 C F�N COMMON R CA 14 13 12 11 AIR SPACE PER ARCH'L -AIR�A----AIR SPACE PER ARCH'L - 12tl @ 8"oc - - DIAPHRAGM BOUNDARY N 12d @ Bbc(FACENAIL PER 1/8O6 NAILING 12d @ Woe(FACENAIL PER VS06 DO NOT CONTINUE SHEATHING DIAPHRAGM BOUNDARY WHERE SPLICE OCCURS) PROVIDE SQUASH BLK'G WHERE SPLICE OCCURS) OVER DEMISING WALL SPACE - SHEATHING PER 11S06 NAILING - DIAPHRAGM UNDER POSTS AND BUILT UP O @SHEAR WALLS BOUNDARY NAILING SHEATHING PER 1/SO6 @ SHEAR WALLS STUDS ABOVE(MATCH SIZE ♦ ABOVE )SHEATHING PER PLAN SHEAR WALL EDGE NAILING SHEAR WALL EDGE NAILING U --PANEL EDGE NAILING EA WALL SHEATHING- > J SHEATHING �! PANEL EDGE NAILING EA WALL TRUSS PER PLAN----- ` PER PLAN ! PER PLAN 7 0 p = ___._.-;_.1 - - ♦ \ -.♦ WALL 1 - N'= ----- SPLICE SHEATHING(LEVEL \ - ♦-'= SPACE SHEATHING(LEVEL m 0 SHTG TO 2 FLOOR ONLY) \ "` 2 FLOOR ONLY) t BE CONT. _ 1 TO TOP (3) cd W f PLATE SHEAR WALL SHEAR WALL &_ (NO / EDGE NAILING EDGE NAILING cz ,..; ADDT TRUSS OVER WALL w/ SPLICES) VERTS @ 24"oc,MAX.(DRAG _ --- ----- i,� - _ / / -- SPLICE SHEATHING _ / SPLICE SHEATHING (D U LOAD-240p1f),BEAM AT SIM ♦ ADD'L TRUSS OVER WALL w/ �' - / - ` (BTWN PLATES) / - '� (BTWN PLATES) W LL EXTEND GWB TO UNDERSIDE -'\ / TRUSSES / VERTS 2 24"oc,MAX.(DRAG OF FLOOR SHEATHING AS FLATVISE TRUSS / 12d TOENAILS TRUSSES PER PLAN - SHEAR WALL EDGE NAILING SHEAR WALL EDGE NAILING V J < LTP4 @ 27"oc EA TRUSS I LOAD=240p1f),BEAM AT SIM BLOCKING DRAG @ 6"oc PER PLAN EXTEND GWS TO UNDERSIDE REQUIRED PER ARCH'L ( � D_ LOAD=180PLF) STRONGBACKS PER Zx4 RIM BOARD OF FLOOR SHEATHING AS LTP4 @ 27"oc EA TRUSS TRUSS MFR. REQUIRED PER ARCH'L 12d FACENAIL @ 4"oc-- HEADER PER PLAN TOP 8 BOTTOM HEADER PER PLAN -- PANEL EDGE NAILING EA WALL (BLOCK BOTL CHORD SHEAR WALL END TRUSS W STUDS (WHERE OCCURS) _ (WHERE OCCURS) O TOPLATE) EDGE NAILING @16"oc(STRUT TRUSS PANEL EDGE NAILING EA WALL -GWB PER ARCH'L ♦ AT SIM) ` ` n� L CONT.TOP PLATE -- HEADER PER PLAN • 2x STUD WALL PER PLAN 2x STUD WALL PER PLAN y)M SEE 7/S08 GWB PER ARCH'L SEE 7/S08 (SPLICE PER 13/SO6) (WHERE OCCURS) 1 CONT.TOP PLATE -- W (SPLICE PER 13/SDB) FOR IN COMMON 1 O FOR IN COMMONS 9 2x STUD WALL PER PLAN SHEATHING 8 SHEATHING PER 1/SOB 7 (Spy(SPLICE PER 131SO6) 1/S T.TOP PLATE SHEATHING PER 1/SO6 6 ♦J I PER O6 SHEATHING PER 1/SO6 SHEATHING PER 1/S06 - ''I \ �Ir 2x STUD WALL PER PLAN \ SHEATHING NAILS @ 4"oc DIAPHRAGM BOUNDARY FACENAIL PER 1/SO6 NAILING DIAPHRAGM BOUNDARY O 'V o PLAN VIEW LUS28 HEIRS(SEE GEN. HANDRAIL PER ARCH'L 2x4 BLOCKING -- NAILING SHEAR WALL NOTES FOR HGR.REQ'MENTS 2x4 BLOCKING w/(2)ROWS EDGE NAILING @ TREATED WOOD) DECKING PER ARCH'L ♦ { 12d @ 6"0c SHEATHING PER PLAN o_ LOCATE2x6BLOCKING FACENAIL PER I/SOB --- - 1.-0.APART AND CENTERED W DTT1Z DECKING PER ARCH'L 2x8 BLOCKING 4x4 POSTS @ 48"oc,MAX W/ �- 1 r r[ - SPLICE SHEATHING (2)'2"0 THRU-BOLTS DIAPHRAGM BOUNDARY --- - '1r Q / - _ 1 ♦ N NAILING - F SHEAR WALL „ 1 \ EDGE NAILING I�_ _`r SHEATHING PER PLAN t SHEAR WALL I JOB NO.: �� / L - -\ ♦-"' EDGE NAIUNG / 23-239-06 2 I / 2" PLOT DATE � � /- / FLUSH BEAM PER PLAN / _ 06/08/2023 JOISTS PER PLAN JOISTS PER PLAN(Q - HANDRAIL POSTS, _ _4y- TRUSSES PER PLAN (2)2xfi AT DTTi2 DTT1Z PER PLAN W/se''0 SANDWICH POST W/ / ---- 1 HANGERS PER TRUSS MFR DATE: O6/OB/2023 ( ---!_ 'I ' �`- STRONGBACKS PER �s'=1'-0" OBL-JOIST) _ 1 1 TRUSS MFR. SCALE:w/A35 TO TRUSS LAG SCREW 2"MIN EMBED - TOP CHORD TO END TRUSS TOP CHORD) DRAWN: BIDS 2-PLY END TRUSS W/ TRUSSES PER PLAN -- MONO TRUSSES PER PLAN FLUSH BEAM PER PLAN STUDS @ 16"oc AND P.T.SCREW LEDGER W/OP CHORD TOP VIEW CHCKD: RMH - 2x6 TOP CHORD SCREW @ 12"oc TO TOPOHORD BEAM PER PLAN AND EA.TRUSS VERT. HANGER PER TRUSS MFR SEE 6/808 BLDG: SHEET NO.: SEE 71S08 FOR CALL-OUTS FOR CALL-OUTS 4 BEAM PER PLAN 3 2 IN COMMON 1 /1 O/� IN COMMON V\ 8