9916 18TH AVE W D 2023 Plans 2025-02-03

DEMISING SPACE // DEMISING SPACE DEMISING SPACE // DEMISING SPACE CS16 STRAP EXTENT OFBLOCKING ... _.. �.. t!• 'lI }- J_ O HEADER(NOT REDD WHENLOWER STRAP - - --- - -- EXTENDS FULL LENGTH OF RUN END TRUSS ---- _ ---- - -- SHEAR WALL) THRU DEMISING CS16 STRAP TO TRUSS-- SHEATHING PER PLAN SPACE TOP CHORD EXTEND - PAST DEMISING SPACE CS STRAP TO TRUSS TRUSS PER PLAN PARTY WALL PER PLAN TO NEAREST HEADER AT TOP CHORD EXTEND 1 _ SHEAR WALL OR TO TOP --- - ----- - - PAST DEMISING SPACE _ - •I PLATE(WHERE OCCURS) - - -- _-.-.- TO NEAREST HEADER I - -. 1 -_i _--_- SHFAR WALL EDGE �L RUN LOW END TRUSS x..,. AT SHEAR WALL ' - - NAILING THRU DEMISING SPACE BEHINDTBLOCKING - ` SHEATHING AND 8 BUTT TO END STUD -18", I,(f -18" / - 12d 6"oc NAILING PER PLAN BEHIND LOW END TRUSS ` - -WHERE NO OPENING i THRUDEMISING SPACE J ---- -- 8 BUTT TO END STUD OCCURS,EXTEND - - PFOR LENGTH i PLAN WHERE OCCURS BTL -- - ----- '- OF SHEAR WALL 2x41 --- STRAP _ - _ • HEADER OR BEAM PER ---_ FLAT BLOCKING 2%12 FLAT BLOCKING CON CE PER LT.TOP ATE 2x STUD WALL PER PLAN PARTSHEAY WALL PER PHING& LAN NG T .I EEAING P.S. BEHIND STRAP I (2)CS16 STRAP AT ENGIN (2)P PLAT RAP AT LOW LOW TOP LATE- TOP PLATE-EXTEND FULL ) RUN LOW END TRUSS No Ste EXTEND FULL LENGTH Step up to 12" LENGTH OF SHEAR WALL 12 <Step<25" gTHRU gUTTTOIENDSTUDE Step>25"(Max 36") p OF SHEAR WALL OR TO NEAREST OPENING - - o`T Exterior Wall @ Demising Wall(Floor Level) 18 17 16 .,«_� AIR SPACE PER ARCH'L AIRSPACE PER ARCH'L DO NOT CONTINUE SHEATHING OVER DEMISING WALL SPACE DO NOT CONTINUE SHEATHING PERMITSET mon FLAT WISE TRUSS BLOCKING SHEATHING PER IISO6 OVER DEMISING WALL SPACE - --- SHEATHING PER 1/SO6 DIAPHRAGM BOUNDARY NAILING W/VERTS @ 24"oc MAX SHEAR WALLS @ SHEAR WALLS (2)2.4 BLMG WHERE WALL (DRAG LOAD=240 PLF) FLAT WISE TRUSS BLOCKING 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, / -- U) ADDL 2 2x4 VERT AT ... (I ,I TRUSS END FOR GWB FIRE - -- ! TRUSSES PER PLAN f RUN 2x8 LONG MIN PAST / J CAULKING PER ARCH'L ADD'L(2)2x4 VERT AT -EXTEND GWB EA.BAY TO EA.STRUT TRUSS (TOTAL OF 3 VERTS END _ 2x6 FLAT @ 18"oc FULL 12'MAX A' 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 EXTEND GWB EA.BAY TO w/P LATESDWS22500(STAGGERED) • PER PLAN-ATTACH TO BEAM (GIRDER WHERE OCCURS) PER)12d TOENAIL TO BEAM 12d FACENAIL @ 8"oc UNDERSIDE OF FLOOR (TOTAL OF 3 VERTS END PER ARCH'L TOP PLATE(STAGGERED) HEADER PER PLAN w/(2)12tl TOENAILS(BOTH wl(2)12d TOENAILS(BOTH w EA WALL SHEATHING AS REQUIRED OF EA.TRUSS) 8(2)SDWS22300 INTO EA. (WHERE OCCURS) SIDES,WHERE OCCURS) SIDES,WHERE OCCURS) r) PER ARCH'L --PANEL EDGE NAILING EA WALL TRUSS(STAGGERED) Ili` 2x STUD WALL PER PLAN BEAM PER PLAN 12d FACENAIL @ 6"oc PANEL EDGE NAILING EA WALL EA WALL CONTINUOUS TOP PLATE GWB PER ARCH'L (SPLICE PER 13/SO6) li; SHEATHING PER 1/S06 SEE B/S08 SEE 61S08 FOR IN COMMONTS GWB PER ARCH'L R CALL-OUT 1 5 Fry COMMONS 14 13 12 11 AIR SPACE PER ARCH'L /A AIR SPACE PER ARCH'L cnn� 12d @ Woe 12d BOUNDARY W - 12d 6"oc(FACENAIL PER 1/SO6 NAILING 12d @ 6"oc(FACENAIL PER 1/SOB WHERE SPLICE OCCURS) WHERE SPLICE OCCURS) DO NOT CONTINUE SHEATHING DIAPHRAGM BOUNDARY PROVIDE SQUASH BLK'G OVER DEMISING WALL SPACE -- SHEATHING PER 1/SO6 NAILING UNDER POSTS AND BUILT UP O Ili SHEATHING PER I/SOB @SHEAR WALLS DIAPHRAGM @ SHEAR WALLS BOUNDARY NAILING STUDS ABOVE(MATCH SIZE �I SHEATHING PER PLAN SHEAR WALL EDGE NAILING ABOVE SHEAR WALL EDGE NAILING C J PANEL EDGE NAILING EA WALL SHEATHING SHEATHING J ` PER PLAN O = TRUSS PER PLAN - PER PLAN PANEL EDGE NAILING EA WALL \ �� WALL 1 ♦1� \�� SPLICE SHEATHING(LEVEL 0 SPLICE SHEATHING(LEVEL L ... SHTG TO - ---� 2 FLOOR ONLY) "� 2 FLOOR ONLY) r C 4 - BE CONT. i t 1 TO TOP fy0 UU - PLATE - SHEAR WALL SHEAR WALL L �j o (NO EDGE NAILING EDGE NAILING ADDL TRUSS OVER WALL w/ '� SPLICES) ♦ � Q VERTS @ 24"oc,MAX.(DRAG - }.� 'I', _ _ ---J SPLICE SHEATHING _ / SPLICE SHEATHING y U LOAD-240p1F),BEAM AT SIM ADDL TRUSS OVER WALLwI :I '.` SPLIC PLATES) ` (BTWN PLATES) > LL VERTS @ 24 oc MAX.(DRAG EXTEND GWB TO UNDERSIDE fN f TRUSSES I 111 LTP4 27"oc EA TRUSS I OF FLOOR SHEATHING AS FLATWISE TRUSS - 12d TOENAILS TRUSSES PER PLAN SHEAR WALL EDGE NAILING PER PLAN SHEAR WALL EDGE NAILING @ LOAD=240plo,BEAM AT SIM REQUIRED PER ARCH'L BLOCKING(DRAG @ 6"0c Q EXTEND GWB TO UNDERSIDE LOAD=180PLF) STIR NGBACKS PER 2x4 RIM BOARD D_ OF FLOOR SHEATHING AS LTP4 @ 27"oc EA TRUSS TRUSS MFR. HEADER PER PLAN TOP 8 BOTTOM HEADER PER PLAN REQUIRED PER ARCH'L - PANEL EDGE NAILING EA WALL 12tl FACENAIL @ 4"oc • SHEAR WALL (WHERE OCCURS) (WHERE OCCURS) O (BLOCK SO TT.CHORD END TRUSS w/STUDS 4— PANEL EDGE NAILING EA WALL TO PLATE) 1` EDGE NAILING @16"oc(STRUT TRUSS r— GWB PER ARCH'L AT SIM) A♦ CONT.TOP PLATE--- HEADER PER PLAN 2x STUD WALL PER PLAN 2x STUD WALL PER PLAN SEE 7/SOB GWB PER ARCH'L SEE 71808 -- (SPLICE PER 13/806) 1 (WHERE OCCURS) CONT.TOP PLATE FOR CALL-OUTS FOR CALL-OUTS (SPLICE PER 131SO6) CONT.TOP PLATE IN COMMON 10 IN COMMON O 2x STUD WALL PER PLAN SHEATHING 8 SHEATHING PER 1/SO6 7 (SPLICE PER 13/SO6) SHEATHING PER 1/806 6 N PER 1/SO6 SHEATHING PER 1/806 SHEATHING PER 1/S06 'I \ � 2x STUD WALL PER PLAN I \ SHEATHING NAILS @ 4"0c • FACENAIL PER 1/S08 `v DIAPHRAGM BOUNDARY v1 NAILING DIAPHRAGM BOUNDARY 2x4 BLOCKING- O `w PLAN VIEW LUS28 HGRS(SEE GEN. HANDRAIL PER ARCH'L NAILING — SHEAR WALL 1 NOTES FOR HGR.REQ'MENTS . 2x4 BLOCKING W(2)ROWS EDGE NAILING _ LOCATE 2x8 BLOCKING @ TREATED WOOD) DECKING PER ARCH'L -_ { 12d @ IF'- SHEATHING PER PLAN a FACENAIL PER 1/SOB ---- - 1.".APART AND SPLICE SHEATHING - CENTERED w/DTT1Z DECKING PER ARCH'L 2x8 BLOCKING 4x4 POSTS @ 48"oc,MAX W/ - DIAPHRAGM BOUNDARY (2N"0THRU-BOLTS - - - Q J 1 NAILING p - - SHEAR WALL ' EDGE NAILING p 1 SHEATHING PER PLAN SHEAR WALL { JOB NO.: / _r/ EDGE NAILING 1 23-239-06 1 L / 2"1%/ PLOT DATE JOISTS PER PLAN JOISTS PER PLAN(@ FLUSH BEAM PER PLAN - HANDRAIL POSTS, O6/OB/2023 (2)2x6 AT DTT1Z DTT1Z PER PLAN W/sa O SANDWICH POST W/ / - TRUSSES PER PLAN DATE: 06/08/2023 w/A35 TO TRUSS LAG SCREW(2 MIN EMBED DBL-JOIST) -___. / -` L STRONGBACKS PER HANGERS PER TRUSS MFR TOP CHORD TO END TRUSS TOP CHORD) - TRUSS MFR. SCALE: a".1'-0" 2-PLY END TRUSS W/ TRUSSES PER PLAN MONO TRUSSES PER PLAN FLUSH BEAM PER PLAN DRAWN: BDS STUDS @ i6"oc AND P.T.2x10 LEDGER W/SDWS22400DB TOP VIEW ST ST TOP CHORD SCREW @ 12bc TO TOP CHORD BEAM PER PLAN CHCKD: RMH AND EA.TRUSS VERT. HANGER PER TRUSS MFR SEE 7/SOB SEE B/SOB BLDG: SHEET NO.: FOR CALL-OUTS G BEAM PER PLAN FOR CALL-OUTS IN COMMON C 4 3 2 IN COMMON 1 - B S08