1318 75TH ST SE 2021 Plans 2025-03-27

• e 1 CSI6 STRAP AT TOP&BOTTOM OF SHEATHING AND SHEAR OPENING(OVER SHEATHING).FILL / 2-0"MIN.wl 8d NAILS /LENGTH OF STRAP PER PLAN >> h..1 ■ WALL EDGE NAILING PER ALL NAIL HOLES AT BLKG.AND @ 2'O.C.TO RIM JOIST wl Ed NAILS @ 8'O.C. ' SHEAR WALL SCHEDULE PROVIDE 8d NAILS @ 2"O.C. I LSL BLKG.,CONNECTION TO ■ NEXT TO OPENING PROVIDE2x4FLATBLKG.AT STRAP. TOP PLATE BELOW PER HEADER BOTTOM PLATE ATTACHMENT PER PLAN WHERE JOISTS ARE PARALLEL TO TO BLKG.PER SHEAR WALL ! SHEAR WALL SCHEDULE -r -� -+- STRAP,ADD OR ALIGN A JOIST UNDER SCHEDULE(MIN.16d NAILS @ 8"O.C. i (MIN.10d-F TOENAILS @ H A R E Z LA K / �// THE STRAP(INSTEAD OF BLOCKING) AT NON SHEAR WALLS) I 8"O.C.AT NON-SHEAR ENGINEERING NAILS PER PLAN STRAP PER PLAN WALLS) 1, y�•2� HAREZLAKENGINEERING T /// PANEL EDGE NAILING I SHEATHING PER PLAN 11745 87th Ave.S. STRAP PER PLAN I-I--.--I----I--- --r- - -- PERPLAN iuG :ium�ii :iu IL Seattle,WA98178 SHEATHING PER PLAN ___ ___ ____"=i. // / PH:360.224.0627 WALL OPENING I 'r ij E:phil@harezlakengineering.com -a r.‘• rzA re • z.r..•rAvz.- AM! _ CONSULTANT STAMP. \ 21S4.2 ,I HA / JOIST/BEAM& l►i �No "^sRF2 /' — 2z FLAT BLOCKING e,v WEB STIFFENER PER11 t DIRECTION PER PLAN JOIST PER PLAN ? �� BETWEEN FRAMING(WHERE MFR.(AS REO'D) STRAP IS PERPENDICULAR / �j- TO FRAMING) SHEATHING AND SHEAR I (2)Bd BOX NAILS EACH aY^�T+ mo ss T �44 i + + + JOIST TO PLATE o 2x FLAT BLKG.AT WALL EDGE NAILING PER m: SFOI AL E� STRAP.,TYP. RIM JOIST SHEAR WALL SCHEDULE, I ONAL TO END OF SHEAR TO END OF SHEAR TYP.WHERE OCCURS) HEADER PER PLAN WHERE _ COVE.DBL.STUD JAMBS. 06.17.2022 ( OCCURS.SEE TYPICAL WALL EXTENT NAIL SHTG.TO EACH STUD WALL EXTENT I HEADER DETAIL(S) Pati PER PLAN wl SHEAR WALL EDGE NAILING PER PLAN STRAPPING AROUND SHEAR WALL OPENING SCALE:NONE 1 STRAP TO BLOCKING DETAIL SCALE:NONE 2 TYPICAL DRAG STRUT DETAIL SCALE:NONE 3 TYPICAL INTERIOR WALL-I-JOISTS PERPENDICULAR SCALE:NONE 4 NO WALL ABOVE AT SIM. BOTTOM PLATE PANEL EDGE ATTACHMENT PER imi BOTTOM PLATE ATTACHMENT NAILING PER PLAN SHEAR WALL SCHEDULE LSL RIM JOIST wl(1)10d F NAIL PER SHEAR WALL SCHEDULE. (MIN.16d NAILS @ 8"O.C. TO TOP AND BOTTOM CHORD (MIN.16d NAILS @ 8'O.C. SHEATHING AND I AT NON SHEAR WALLS) SHEATHING, RAILING PER ARCH, RAILING PER ARCH, AT NON-SHEAR WALLS). NAILING&JOIST TOP MOUNT TOP MOUNT III OF EACH JOIST.CONNECTION SHEAR WALL EDGE PER PLAN CONNECTION TO CONNECTION TO TO TOP PLATE BELOW PER PANEL EDGE NAILING NAILING PER SHEAR PANEL EDGE NAILING PER W BEAM BY OTHERS. BEAM BY OTHERS SHEAR WALL SCHEDULE PER PLAN WALL SCHEDULE,TYP. PLAN TO BLKG.,NP. ALIGN STANCHION (MIN.10d-FTOENAILS WITH JOIST @ 8"D.C.AT N;N- SHEATHING PER PLAN I SHEATHING PER PLAN ili Z LSL RIM JOIST w/ {l1 SHEAR WALLSI �_� (2)10d-F NAILS TO BLKG. Q I CONNECTION TO TOP --'— ""—"-""—""--"--"'—�'- �Lj ��II.��.�.II.�� .:'�.j. _._• PLATE BELOW PER IL[111/1161111 �' '� IIIIIISHEAR WALL SCHEDULE.(MIN. W`l ATN TOENAILS@8'O.C.I1A _a AT NON-SHEAR WALLS) 'O _a _a a _:1 I VSHEATHING AND SHEARJOIST PER PLANBLOCK(2)BAYS WALL EDGE NAILING PERAT EA.RAIL POST SHEAR WALL SCHEDULE, (2)8d BOX NAILS EA4-0"MIN.LENGTH OF LSL LOCATION,TYP. TYP.(WHERE OCCURS) BLKG.@ 48"O.C. BEAM PER PLAN HEADER PER PLAN WHERE OCCURS. Q CS20 STRAP w/(4)10d , SEE TYPICAL NAILS TO EACH BLKG. LIU M HEADER DETAIL(S) O A34,BLKG.TO PLATE 111 NOD Fn 0. O •NQ TYPICAL INTERIORINTERIOR RAILING DETAIL AT WOOD BEAM SCALE:NONE 5 INTERIOR RAILING w/JOISTS PARALLEL SCA E:NONE 6 PERPENDICULAR AND PLARALTMI EI�GISTS SCALE:NONE 7 TYPICAL EXTERIOR WALL-I-JOIST PARALLEL SCALE:NONE 8 o 0 PANEL EDGE NAILING LSL BLKG.,CONNECTION TO G ' G r W BOTTOM PLATE PER PLAN,TYP. TOP PLATE BELOW PER & J o(q > ATTACHMENT PER SHEAR WALL SCHEDULE CO 4 W SHEAR WALL SCHEDULE BOTTOM PLATE (MIN. TOENAILS @ PANEL EDGE BOTTOM PLATE (MIN.16d NAILS @ 8'O.C.AT ATTACHMENT PER 8"O.C.AT NON-SHEAR PER PLAN I ATTACHMENT PER REVISIONS: NON-SHEAR WALLS) a BOTTOM PLATE SHEAR WALL I WALLS) SHEAR WALL SCHEDULE SCHEDULE(MIN.16d SHEATHING AND SHEATHING AND SHEAR 16d NAILS @ 8°O.C. NAILS @ 8'O.C.AT WEB STIFFENER PER I AT(MIN.ON-NAILS @ 8"O.C. PANEL EDGE NAILING I MFR.(AS REOD.) SHEAR WALL EDGE I AT NON-SHEAR WALLS) WALL EDGE NAILING PER __ PER PLAN TO BEAM NON-SHEAR WALLS) I NAILING PER SHEAR SHEAR WALL SCHEDULE SHIM TO MATCH I SHEATHING PER PLAN WALL SCHEDULE,TYP. SHEATHING PER PLAN FLOOR SHEATHING SHEATHING PER PLAN LSL RIM JOIST w/ I� A (1)10d-F NAIL TO TOP I A REV.1 06.17.2022 bTYPICAL FLOOR _ _ AND BOT.CHORD -_� _ LSL RIM JOIST y/ _ ND. DESCRIPTION DATE 7 ELEV.BEYOND —"i"�"�""— OF EACH JOIST !'WI'"� NAIL TO TOP AND BOT. !'_ _____ ___ PROJECT NUMBER: (2)LSL RIM JOIST, ! CHORD OF EACH JOIST. DO NOTFFLOGSPLICE WITHIN III � I 22-060 4'-0"OF FLOOR OPENING ' CONNECTION TO TOP PLATE ISSUE DATE BELOW PER SHEAR WALL 05.23.2022 ' SCHEDULE(MIN.10d-F I CURRENT REVISION: CONNECTION TO TOP 10d-F TOENAILS @ 8"O.C. =A W 1 WIN s` TOENAILS @ B'O.C.AT PLATE BELOW PER it l PERMIT SHEAR WALL SCHEDULE 2x DBL TOP PLATE. NON-SHEAR WALLS JOIST PER PLAN SHEATHING AND JOIST PER PLAN (MIN.10d-F TOENAILS @ DO NOT SPLICE WITHIN JOIST PER PLAN SHEET NAME: SHEAR WALL (2)8d BOX NAILS 8"O.C.AT NON-SHEAR 4'-0"OF FLOOR OPENING WALLS) HANGER PER PLAN EDGE NAILING (2)8d BOX NAILS FROM EACH JOIST TO PLATE PER SHEAR WALL I EACH JOIST TO PLATE FLOOR BEAM PER PLAN SCHEDULE,TYP. I F RAM I N G PER ARCH. I BEAM PER PLAN AT SIM. HEADER PER PLAN WHERE OCCURS. DETAILS (2-6'MAX) i SEE TYPICAL HEADER DETAIL(S) SHEET NUMBER EXTERIOR WALL AT FLOOR OPENING-I-JOIST SCALE:NONE 9 BEAM AT JOIST DIRECTION CHANGE SCALE:NONE 1 0 TYPICAL CANTILEVER JOIST AT EXTERIOR WALL-IJOIST SCALE:NONE 1 1 TYPICAL EXTERIOR WALL-I-JOIST PERPENDICULAR SCALE:NONE 1 2 S4•2