1831 100TH ST SW A Plans 2025-05-02

DEMISING SPACE DEMISING SPACE - DEMISING SPACE // DEMISING SPACE CS16 STRAP EXTENT OF BLOCKING TO HEADER(NOT REQ'D WHEN LOWER STRAPEXTEN `l7 RUN END TRUSS _ --. HEAR WALL) LENGTH OF a¢ THRU DEMISING CS16 STRAP TO TRUSS SHEATHING PER PLAN --- SPACE TOP CHORD EXTEND CS16 SP TO TRU PAST DEMISING SPACE _ - - -- --- TRUSS PER PLAN PARTY WALL PER PLAN Z _ TO NEAREST HEADER AT \ OP CHORD EXT NDSS \ _ - 1 y, SHEAR WALL OR TO TOP \ , - - - --- PAST DEMISING SPACE PLATE(WHERE OCCURS) - TO NEAREST HEADER ( III 2x4 FLAT BLOCKING I_ __ _I AT SHEAR WALL \' ._-__ SHEAR WALL EDGE _.. �.._ ,. -- J NAILING • RUN LOW END TRUSS -. ` .� �. __96" - /I 1 �1L� THRU DEMISING SPACE BEHIND STRAP 12tl @ 6"oc SHEATHING AND00 &BUTT TO END STUD \ f i6' NAILING PER PLAN „ RUN LOW END TRUSS-- WHERE NO OPENING i THRU DEMISING SPACE - 1 &BUTT TO END STUD OCCURS,EXTEND ----18" STRAP FOR LENGTH _. - ---- OF SHEAR WALL HEADER OR BEAM PER 2xl2 FLAT BLOCKING I SHEATHING 8 NAILING AT BTL 2x4 FLAT BLOCKING PLAN(WHERE OCCURS) _ I (2)CS16 STRAP AT (2)CS16 STRAP AT LOW _ BEHIND STRAP CONT.TOP PLATE • 2x STUD WALL PER PLAN ENGINE LOW TOP PLATE- TOP PLATE-EXTEND FULL RUN LOW END TRUSS III (SPLICE PER 13/S06) PARTY WALL PER PLAN No Step EXTEND FULL OF SHEAR WALL LENGTH Step up to 12" LENGTH NEAREST 1211 < Step<2511 THRU&BUTT TO ENDSTUDS Ste >25w Max 3611` �,, _ OR TO NEAREST OPENING --p--------(— —---1T. Exterior Wall @ Demising Wall (Floor Level) 1$ 17 16 TOP OF DECK JOISTS 112"BELOW SEE 2/SO8 AIR SPACE PER ARCH'L //— AIR SPACE PER ARCH'L TOP OF FLOOR FOR CALL-OUTS DO NOT CONTINUE SHEATHING - 2x6 LEDGER W/12d IN COMMONII a"m.m"sm"ew, OVER DEMISING WALL SPACE FACENAILS @ Woc xDAE DO NOT CONTINUE SHEATHING a 11TSET v2a23 FLAT WISE TRUSS BLOCKING DIAPHRAGM BOUNDARY--- OVER DEMISING WALL SPACE -PT 2x10 LEDGER W/(2) SHEATHING GPER 1/SO6 SHEATHING PER 1/S06 NAILING W/VERTS @ 24"oc MAX ROWS SDWS22400D8 (2)2x4 BLK'G WHERE WALL (DRAG LOAD=240 PLF) SHEAR WALLS FLAT WISE TRUSS BLOCKING @SHEAR WALLS STRUT TRUSS PER PLAN-- SCREWS @ 12"oc, W/VERTS @ 24"oc MAX STAGGERED ABOVE OCCURS PANEL EDGE NAILING EA WALL �(DRAG LOAD=240 PUP) ; SHEATHING PANEL EDGE NAILING EA WALL ER ARCH'L PER PLAN \- � � r�' ♦ . 7_ DECKING P ♦. ` _— — - JOISTS PER PLAN .:,....::___. Ip�..�.. cn ADD'L(2)2x4 VERT AT ♦ i _ _ I I / / TRUSS END FOR GWB FIRE ,� — ------ _ hl-\ - LUS28 HGRS(SEE —j CAULKINGk- GEN.NOTES FOR PER ARCH'L i ADD'L(2)2x4 VERT AT EXTEND GWB EA.BAY TO 1„ (TOTAL OF 3 VERTS END � RUN 2x8 LONG 8"MIN � �' HGR.REQ'MENTS @ x MAX / Q OF EA.TRUSS) - TRUSS END FOR GWB FIRE UNDERSIDE OF FLOOR PAST STRUT TRUSS " TREATED WOOD) TOP CHORD BEARING TRUSSES BEAM PER PLAN TOP CHORD BEARING TRUSSES EXTEND GWB EA.BAY TO CAULKING PER ARCH'L SHEATHING AS REQUIRED i.. i PER PLAWATTACH TO BEAM (GIRDER WHERE OCCURS) PER PLAN-ATTACH TO BEAM w/(2)12d TOENAILS 12d FACENAIL @ 6"oc UNDERSIDE OF FLOOR (TOTAL OF 3 VERTS END PER ARCH'L SHEAR WALL EDGE NAILING w OF EA.TRUSS) 2x6 FLAT @ 18"oc FULL LENGTH OF (BOTH wl(2)12tl TOENAILS(BOTH EA WALL SHEATHING AS REQUIRED SIDES,WHERE OCCURS) SIDES,WHERE OCCURS PER ARCH'L ---PANEL EDGE NAILING EA WALL SHEAR WALL T((STAGGERED) & ) 12d FACENAIL @ 8"oc INTO TOP PLATE(STAGGERED)8 HEADER PER PLAN BEAM PER PLAN - PANEL EDGE NAILING EA WALL N WALL (2)SDWS2230ODB INTO EA.TRUSS (WHERE OCCURS) --GWB PER ARCH'L /LEDGER(STAGGERED) SEE 6/S08 SEE 6/SO8 2x STUD WALL PER PLAN FOR IN COMMONS GWB PER ARCH'L 15 PO IN COMMON S 1 4 CONT.TOP PLATE-) --- _ - 1 3 1 2 1 1 SPLICE PER 13/S06) -SHEATHING PER 1/S06 �7 _- AIR SPACE PER ARCH'L //- --AIRSPACE PER ARCH'L (n A/ - DIAPHRAGM BOUNDARY a) 12d @ 6"oc(FACENAIL PER 1/SO6 NAILING 12d @ 6"oc(FACENAIL PER 1/S06 DO NOT CONTINUE SHEATHING !I WHERE SPLICE OCCURS) WHERE SPLICE OCCURS) OVER DEMISING WALL SPACE -- -- SHEATHING PER 1/S06 '6 PROVIDE SQUASH BUILT LKG SHEATHING PER 1/SOB DIAPHRAGM - - - UNDER POSTS AND BUILT UP Q \ @SHEAR WALLS STUDS ABOVE MATCH SIZE \ SHEAR WALLS I II, BOUNDARY NAILING ABOVE) ( = U — -PANEL EDGE NAILING EA WALL SHEATHING SHEAR WALL EDGE NAILING SHEAR WALL EDGE NAILING J -- PER PLAN J PANEL EDGE NAILING EA WALL --,\\ _III --------- PER PLAN 1 III \ - 2 FLOOR HEA SHEATHING f ( O C = - \ SPLICE SHEATHING LEVEL m SPLICE SHEATHING(LEVEL ( r 2 FLOOR ONLY) L W 1 - SHEAR WALL - SHEAR WALL 3 EDGE NAILING EDGE NAILING w.f - O ADD'L TRUSS OVER WALL wl ^ c V @ - — _ 1 vl��_ :-Jr SPLICE SHEATHING VERTS 24'oc MAX.DRAG J f SPLICE SHEATHING = N U LOAD=240p1�,BEAM AT SIM ♦ 'I. i _ _ --.___ _ _ II -- — 7 / / / TT ADD'L TRUSS OVER WALL w/ F. f #=` (BTWN PLATES) 1 T ` (BTWN PLATES) y > LL VERTS 24"oc,MAX. DRAG -EXTEND GWB TO UNDERSIDE Q �/� LTP4 27"oc EA TRUSS I @ ( OF FLOOR SHEATHING AS FLUSH BEAM PER PLAN - - LTP4 @ 24"oc EA.WALL TRUSSES PER PLAN SHEAR WALL EDGE NAILING PER PLAN SHEAR WALL EDGE NAILING V/ W U LOAD=240p1f),BEAM AT SIM REQUIRED PER ARCH'L d EXTEND GWB TO UNDERSIDE HANGERS PER TRUSS MFR.— OF FLOOR SHEATHING AS STRONGBACKS PER 2x4 RIM BOARD C LTP4 @ 27"oc EA TRUSS TRUSS MFR. REQUIRED PER ARCH'L HEADER PER PLAN TOP 8 BOTTOM HEADER PER PLAN PANEL EDGE NAILING EA WALL O III END TRUSS w/STUDS�� (WHERE OCCURS) � L, (WHERE OCCURS) i � @16"oc(STRUT TRUSS • I i PANEL EDGE NAILING EA WALL SEE 7/S08 GWB PER ARCH'L SEE 7/S08 GWB PER ARCH'L SEE 14/S08 IAT SIM), (SPL 2x STUD WALL PER PLAN 2x STUD WALL PER PLAN FOR CALL-OUTS FOR CALL-OUTS FOR CALL-OUTS ICE PER 3806) IN COMMON IN COMMON IN COMMON - SHEATHING PER 1/S06 CONT.TOP PLATE SHEATHING PER 1/SO6 6 10 9 $ 7 (SPLICE PER 13/S06) FACENAIL PER 1/S06 24 BLK'G rn DIAPHRAGM BOUNDARY rn LTSiB STRAP 4'0"oc ' I I HANDRAIL PER ARCH'L A35 CLIP,EA STUD TO III. (EVERY OTHER TRUSS NAILING SHEAR WALL O w BOTT.PLATE TO 2x WALL STUD)LUS28 HGRS(SEE GEN. EDGE NAILING ADD'-24 PLATE WI '= SHEATHING PER PLAN 12d FACENAIL @ Woc NOTES FOR HGR.REQ'MENTS WHERE BALLOON WALL DIAPHRAGM BOUNDARY o_ @ TREATED WOOD) \ SPLICE SHEATHING OCCURS PER PLAN \ NAILING 1 I ♦:,� 4x4 POSTS -48"oc,MAX W/ - r DECKING PER ARCH'L (2)1i'0 THRU-BOLTS PROVIDE 2x6 BLKG BTWN BALLOON SNDS FOR LOW SHEAR WALL O 1 ROOF TRUSS HANGER \ Y EDGE NAILING ♦ r - JOB NO.: BEAM PER PLAN 'If. rI:rI 23-239-06 -. \ I, ♦ �.'l� FASCIA PER 1 ` ARCH'L Y 7 - -: PLOT DATE 2 /Y ICI MONO TRUSSES BOTT.FLUSH BEAM 08/03/2023 JOISTS PER PLAN @ 24"oc TRUSSES PER PLAN PER PLAN '. HANDRAIL -1 ! STRONGBACKS PER PO 08//03/202 - - SCALE: 03, POSTS,SANDWICH - - - POST W/DBL-JOIST) I 2x6 LEDGER W/(2)ROWS TRUSS MFR. HANGERS PER TRUSS MFR t 12d @ 10"oc STAGGERED 1 HANGERS PER TRUSS MFR TO RIM FLUSH BEAM PER PLAN - — DRAWN: BDS TOP VIEW (HANGERS TO FLUSH BM AT SIM) CHCKD: RMH SEE 6/S08 SEE 6/SO8 BLDG: SHEET NO.: FOR CALL-OUTS FOR CALL-OUTS 5 4 IN COMMON 3 2 IN COMMON 1 E ^O^