9914 18TH AVE W C 2023 Plans 2025-02-03

DEMISING SPACE // DEMISING SPACE DEMISING SPACE --DEMISINGSPACE CS16 STRAP EXTENT OF- BLOCKING TO HEADER(NOT REQ'D WHEN LOWER STRAP EXTENDS FULL LENGTH OF ¢J RUN END TRUSS ----- SHEAR WALL) THRU DEMISING CS16 STRAP TO TRUSS—\PAST DEMISING S ACE OS16 PI TRUSS TO SHEATHING PER PLANT:. TO NEA EST HEADER AT _. TOP C HORSING S NACE —JI TRUSS PER PLAN-- PARTY WALL PER PLAN 0 SPACE TOP CHORD EXTEND -- SHEAR WALL OR TO TOP - - � • PLATE(WHERE OCCURS) \ '._-" - TO NEAREST HEADER i....._ AT SHEAR WALL 1 SHEAR WALL EDGE _ NAILING RUN LOW END TRUSS 1 _ __ _ 2x4 FLAT BLOCKING - _._: _ - / 16" / THRU DEMISING SPACE BEHIND STRAP -~ \ \ SHEATHING AND J &BUTT TO END STUD �16'-- / i6" / '_ '----- -� --- 12d@6"oc RUN LOW END TRUSS __ --- - __ -__--_-_ — ___-- NAILING PER PLAN - l STRAP FOR LENGTH r i THRU DEMISING SPACE WHERE NO OPENING - ✓ B BUTT TO END STUD f — OCCURS EXTEND OF SHEAR WALL HEADER OR BEAM PER I / 2x12 FLAT BLOCKING I -' BTL 2x4 FLAT BLOCKING PLAN(WHERE OCCURS) .._ 1 BEHIND STRAP •1 7NGINEFRING P.S.CONT.TOP PLATE--- -2x STUD WALL PER PLAN SHEATHING a NAILING AT LOW TOP PLATE- TOP PLATE-EXTEND FULL RUN LOW END TRUSS CSi6 STRAP AT CSt6 STRAP AT LOW— (SPLICE PER 13/S06) PARTY WALL PER PLAN LO T �+ No Step EXTEND FULL OF SHEAR WALL LENGTH Step up to 12" LENGTH OF SHEAR WALL OR TO NEARESTO OPENING 12 <Step<25" THRU&BUTT TOISING END STUD $te��2511(Max 361) TIT. Exterior Wall @ Demising Wall(Floor Level) 18 17 16 AIRSPACE PER ARCH'L {—AIR SPACE PER ARCH'L DO NOT CONTINUE SHEATHING _ R OVER DEMISING WALL SPACE DO NOT CONTINUE SHEATHING PEP FSU e_ FLAT WISE TRUSS BLOCKING OVER DEMISING WALL SPACE DIAPHRAGM BOUNDARY NAILING W/VERTS @ 24"oc MAX SHEATHING PER 1/SOB SHEATHING PER 1/SOB (DRAG LOAD=240 PLF) @ SHEAR WALLS FLAT VASE TRUSS BLOCKING SHEAR WALLS (2)2x4 BLK'G WHERE WALL W/VERTS @ 24"oc MAX SHEATHING PER PLAN- STRUT TRUSS PER PLAN ABOVE OCCURS -'� (DRAG LOAD=240 PLF) PANEL EDGE NAILING EA WALL - PANEL EDGE NAILING EA WALL f - 77 l r-_•-.--. _ --_ ... _ _ - ADDL(2)2x4 VERT AT U) -�- - __ TRUSS END FOR GWB FIRE \ TRUSSES PER PLAN- /-' --RUN 2x6 LONG a"MIN PAST _ 2 J CAULKING PER ARCH'L EA.STRUT TRUSS ADD'L(2)2x4 VERT AT -EXTEND GWB EA.BAY TO (TOTAL OF 3 VERTS ENO LE FLAT @ SHE FULL j'MAX d Q i. TRUSS END FOR GWB FIRE UNDERSIDE OF FLOOR --SHEAR WALL EDGE NAILING OF EA.TRUSS) LENGTH OF SHEAR WALL SHEAR CHORD BEARING TRUSSES BEAM PER PLAN -- TOP CHORD BEARING TRUSSES CAULKING PER ARCH'L SHEATHING AS REQUIRED EXTEND GWB EA.BAY TO w/(3)SDWS226001NT0 PER PLAN-ATTACH TO BEAM (GIRDER WHERE OCCURS) PER PLAN-ATTACH TO BEAM (TOTAL OF 3 VERTS END PER ARCH'L - HEADER PER PLAN LU 12d FACENAIL @ 6"oc UNDERSIDE OF FLOOR TOP PLATE(STAGGERED) w/(2)12d TOENAILS(BOTH w/(2)12d TOENAILS(BOTH EA WALL SHEATHING AS REQUIRED OF EA.TRUSS) &(2)SDWS22300 INTO EA. (WHERE OCCURS) SIDES,WHERE OCCURS) SIDES,WHERE OCCURS) PANEL EDGE TRUSS PER ARCH'L -- -. NNLING EA WALL CONTINUOUS(SPLICE TOP PLATE 12d FACENAIL @ 6"oc I. 2X STUD WALL PER PLAN BEAM PER PLAN ----- PANEL EDGE NAILING EA WALL EA WALL '� _GWB PER AR SHEATHING PER 11SO6 SEE OB SEE 6/SOB FORCALL-OUTS GWB PER ARCH'L 1 FOI N COMMONTS IN COMMON 14 13 12 11 AIR SPACE PER ARCHT AIR SPACE PER ARCH'L (^n' 12d @ 6"oc DIAPHRAGM BOUNDARY ---- W -12d @ 6"ac(FACENAIL PER 11S06 NAILING 12d @ 6"oc(FACENAIL PER 1/SO6 DO NOT CONTINUE SHEATHING DIAPHRAGM BOUNDARY- - WHERE SPLICE OCCURS) WHERE SPLICE OCCURS) 4F OVER DEMISING WALL SPACEtf�- ----SHEATHING PER 1/S06 NAILING PROVIDE SQUASH B IL O ' SHEATHING PER 1/SOB @SHEAR WALLS DIAPHRAGM I UNDER POSTS AND BUILT UP ` @ SHEAR WALLS BOUNDARY NAILING STUDS ABOVE(MATCH SIZE ABOVE) SHEATHING PER PLAN -SHEAR WALL EDGE NAILING SHEAR WALL EDGE NAILING C J --PANEL EDGE NAILING EA WALL SHEATHING SHEATHING J TRUSS PER PLAN --- PER PLAN it 0 PER PLAN t O C = PANEL EDGE NAILING EA WALL _ ~,` WALL _ -� - SPLICE SHEATHING(LEVEL 1'= -SPLICE SHEATHING(LEVEL m SHTG TO "� 2 FLOOR ONLY) - - '� 2 FLOOR ONLY) s BE CONT. 1 ` �` ^' L TO TOP - I'' W N w i` PLATE _ SHEAR WALL -SHEAR WALL L �j 0 i (NO EDGE NAILING EDGE NAILING _ c ADD'L TRUSS OVER WALL w/ SPLICES) SPLICE SHEATHING - = Q VERTS Q24"oc,MAX.(DRAG �. FLATlAAS-- -- .--- --._-1 _ - _ - / SPLICE SHEATHING ` U LOAD=240PO),BEAM AT SIM - -- * - --- - -/- - - ADD'L TRUSS OVER WALL w! �y ,` (BTWN PLATES) f ` (STWN PLATES) > lL VERTS 24"oc,MAX.DRAG -EXTEND GWB TO UNDERSIDE 1 LIJ @ ( OF FLOOR SHEATHING AS E TRUSS / 12d TOENAILS PER PLAN ✓ SHEAR WALL EDGE NAILING / ) U LTP4 @ 27"ac EA TRUSS I LOAD=240 BEAM AT SIM TRUSSES PER PLAN -SHEAR WALL EDGE NAILING y J EXTEND GWB TO UNDERSIDE P REQUIRED PER ARCH'L BLOCKING(DRAG @ Woc < OF FLOOR SHEATHING AS LOAD=180PLF) _„ STIR NGBACKS PER 2x4 RIM BOARD EL LTP4 @ 27"oc EA TRUSS TRUSS MFR. REQUIRED PER ARCH'L -.- @ HEADER PER PLAN PANEL EDGE NAILING EA WALL 12tl FACENAIL 4"ac- HEADER PER PLAN TOP&BOTTOM (BLOCK BOTT.CHORD SHEAR WALL END TRUSS w/STUDS EDGE NAILING (WHERE OCCURS) (WHERE OCCURS) 0 PANEL EDGE NAILING EA WALL TO PLAT @i8" �+ ��, oc(STRUT TRUSS � ' c: -- -GWB PER ARCH'L AT SIM) ^' i CONT.TOP PLATE- ', HEADER PER PLAN � 2.STUD WALL PER PLAN ,� 2x STUD WALL PER PLAN V/ SEE 7/SO8 GWB PER ARCH'L SEE 7/S08 -i_ (SPLICE PER 13/S06) (WHERE OCCURS) CONT.TOP PLATE-- - -- FOR CALL-OUTS FOR CALL-OUTS (SPLICE PER 13/SO6) IN SHEATHING PER 1/SO6 CONT.TOP P COMMON 10 IN COMMON 9 2x STUD WALL PER PLAN SHEATHING 8 7 (SPLICE PER 13/SO6) - LATE - -- - SHEATHING PER 7/S06 6 PER 1/SOB SHEATHING PER 1/SO6 SHEATHING PER 1/S06 2x STUD WALL PER PLAN ♦ I FACENAIL PER 1/S06---- -- SHEATHING NAILS @ 4"oc -DIAPHRAGM BOUNDARY 2x4 BLOCKING NAILING DIAPHRAGM BOUNDARY O �w �+ PLAN VIEW LUS28 HGRS(SEE GEN. -HANDRAIL PER ARCH'L NAILING II SHEAR WALL I NOTES FOR HGR.REQ'MENTS EDGE NAILING 2x4 BLOCKING w/(2)ROWS LOCATE 24 BLOCKING @ TREATED WOOD) DECKING PER ARCH'L FACENAIL PER 1/SO6 ! 12d @ 6"oc SHEATHING PER PLAN m = APART AND S I' -- SPLICE SHEATHING CENTERED a CENTERED w/DTTi2 DECKING PER ARCH'L 2x8 BLOCKING --4x4 POSTS OLc,MAX W/ )'z' _ (20 THRU-BOLTS-BOLTS DIAPHRAGM BOUNDARY / 1 1 NAILING -) lSHEAR WALL EDGE NAILING -- - -- SHEATHING PER PLAN - -- -- �'-'"-) -\ o T ♦� __. -SHEAR WALL JOB NO.: fff EDGE NAILING -- -- / i 23-239-06 PLOT DATE JOISTS PER PLAN(@ ' ! JOISTS PER PLAN FLUSH BEAM PER PLAN 06/08/2023 -- _. HANDRAIL POSTS TRUSSESPERPLAN- SANDWICH POST W/ DATE: 06/08/2023 (2)2x6 AT DTT1Z DTT1Z PER PLAN W/'e'O -- HANGERS PER TRUSS MFR DBWOIST - , -- _ / ,\ I -_ STRONGBACKSPER �/ -1'23 TOP CH O TRUSS LAG SCREW SS MIN EMBED ) - - TOP CHORD TO END TRUSS TOP CHORD) '^' I TRUSS MFR. SCALE. i 2-PLY END TRUSS W/ P.T.2x10 LEDGER W/SDWS22400D6 TOP VIEW MONO TRUSSES PER PLAN FLUSH BEAM PER PLAN --- DRAWN: BIDS STUDS @ 1fi"oc AND TRUSSES PER PLAN CHCKD: RMH ST TOP CHORD SCREW @ 12"oc TO TOP CHORD BEAM PER PLAN --AND EA,TRUSS VERT. HANGER PER TRUSS MFR -SEE 7/BOB SEE 6/S08 BLDG: SHEET NO.: FOR CALL-OUTS -- 4 - BEAM PER PLAN FOR CALL-OUTS IN COMMON - 3 2IN COMMON -- 1 A S08